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Item 6C Plansi— SUMMARY CHART - BUFFERYARDS LOCATION / LENGTH OF REQUIRED / BUFFERYARD CANOPY ACCENT FENCE / SCREENING BASE LINE PROVIDED LENGTH WIDTH / TYPE TREES IREES HEIGHT AND MATERIAL NORTH REQUIRED 110' 5'/ A 1 2 S PROVIDED 110' r2'/ A 1 2 S SOUTH REQUIRED 113' 10' / FI 5 10 14 PROVIDED 113' 10' / FI 5 10 31 EAST REQUIRED 11' 101/0 3 4 13 Hedge PROVIDED 11' 10' / D 3 4 16 Hedge WEST REQUIRED 93' 10' / D 4 5 IS PROVIDED 93' 10' / D 4 5 18 TOTALS 13 21 54 OTHER COMMENTS: I. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.Ouj, SHRUBS OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INNCLUDES BUFFERYARDS AS WELL AS INTERIOR- SUMMARY NTERIORSUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY AEENT GROUND COVER ANNUAL COLOR ABEA FRONT OR SIDE TREES IB=S SHRUBS (SQ. FT-) L= FT-) REQUIRED 605 SF 15% 1 2 15 1 SI 12 PROVIDED 3,ISS SF 100% 2 2 25 140 46 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 SCUTHLAKE LANDSCAPE ORDINANCE, 544-B_ PARKING LOT LANDSCAPING - % PARKNG BETIDING 4 ROW - 10096. REQUIRES 30 SF/STALL. - S STALLS X 30 - 210 SF REQUIRED PARKING LOT LANDSCAPING. - 465 SF PARKING LOT LANDSCAPING PROVIDED. 11334' DIGS, L.P. 51366, O.P.RT.0 T. ZfCTS-P-2) GENERALIZED ON- RETAIL COMMERCIAL SITS PIAN III SOT 3 T. MAHAN NO. I049 AIDED'T 5OUTbLAKE TEXAS W N S E E. HIGHLAND ST. Q a-4 SITE LOCATION U VICINIT1' MA CAN L IGNDT RECELS�ED COACH LIGHTS SITS LIGHTING MAX. 1:48 C1�O,55 5LOPE MAX, 1:12 MAX. 1:45 C1�O55 SLOPE COACH LIGHTS COACH LIGHTS AN 41-011 I_011 &I_011 0 N.T.S. N.T.S. ICJ 11 GURU H.C. 51GN T��. - FARKING 51�ACE 5TRI FFED A5 PER TA5, fiYPICA� N.C./Tl'P. PA�KIN� SPACE $ITB DATA SUMMARY CHART LOT 3 LOT 4 (EXISTING BUILDING) NUMBER OF LOTS I LOT 1 LOT LAND USE DESIGNATION PROFESSIONAL OFFICE PROFESSIONAL OFFICE EXISTING ZONING 11 -LIGHT INDUSTRIAL 11 -LIGHT INDUSTRIAL PROPOSED USES PROFESSIONAL OFFICE PROFESSIONAL OFFICE GROSS ACREAGE 036 ACRES/15AW SOFT. 0,40 ACRES/1122 SIFT. NET ACREAGE 036 ACRES/15,4W SIFT. OAO ACRES/11 2 SIFT, TOTAL BUILDING AREA 3,025 SIFT. (TOTAL A/C) -OFFICE USE 3212 SIFT. (TOTAL A/C) - OFFICE USE +413 SIFT. (PORCH) + 215 $IFT. (PORCH) 3,498 SIFT. (TOTAL) 3,42'1 SOFT. (TOTAL) PERCENTAGE OF BLDG COVERAGE 22b% COVERAGE 20% COVERAGE SQUARE FOOTAGE BY USE 3,025 SIFT. (TOTAL A/C) 3211 SIFT. (TOTAL A/C) OPEN SPACE AREA 6314 SIFT. 6,459 SIFT, PERCENTAGE OF OPEN SPACE 41% 38% PERCENTAGE OF OUTSIDE STORAiGE 06 0% MAXIMUM HEIGHT OF STRUCTURE I STORY (21'-9' BUILDING HEIGHT) I STORY (22'-9' BUILDMG HEIGHT) REQUIRED PARKING S SPACES + 1/300 FOR 5231 SIFT. TOTAL PARKING REQUIRED 26 SPACES REQUIRED (TOTAL FOR LOT 3 4 4) PARKING PROVIDED 21 SPACES PROVIDED (TOTAL FOR LOT 3 4 4) REQUIRED LOADING SPACES 0 SPACES 0 SPACES PROVIDED LOADING SPACES 0 SPACES 0 SPACES IMPERVIOUS COVERAGE MAX W% COVERAGE / 12398 SIFT. W% COVERAGE / 13,118 Sam IMPERVIOUS 596 COVERAGE / 9184 SIFT COVERAGE 629G COVERAGE /10,163 SQFT. .NOTE: NO REIFUSE DOMTER PROVIDED ALL REIFUSE To BE coLLEcTEc) cusmia By CITY APPRoym FRANCHISE PROVIDE I� t is the responsibility of the 3uilder/Owner to verify that he plans provided meet all state, County, Local or Add— tional Municipalities Codes Ind Regulations as well as structural Requirements. Any liscrepancy should be eported to the Builder and )esigner before Construction. .urthermore, it is the resp— )nsibility of the Builder/ )wner or their Agents (Sub— :ontractors) to verify the limensions of all plans and eport any discrepancy to he Designer prior to const— uction. Any discrepancy ound after Construction :ommencement is the resp— )nsibility of the Builder/ )wner. .opyright 02002 )istinctive Dwellings DRAWN BY: TWH DATE: 6-18-17 CHECKED BY: ---- DATE: ---- REVISION 1 BY: TWH DATE: 10-10-17 REVISION 2 BY: DATE: � W Q � Q 0= 0 z -t 0o 0 0 D0D� M= �Q L_LJ 0 LLJ z � U Q �-j LL- = LLJ -i LLQ C � Q 0 � m M O � �Z ��-O D 0 d- U-im� f i 1 • PLAN # 17030 COVERAGE 629G COVERAGE /10,163 SQFT. .NOTE: NO REIFUSE DOMTER PROVIDED ALL REIFUSE To BE coLLEcTEc) cusmia By CITY APPRoym FRANCHISE PROVIDE I� t is the responsibility of the 3uilder/Owner to verify that he plans provided meet all state, County, Local or Add— tional Municipalities Codes Ind Regulations as well as structural Requirements. Any liscrepancy should be eported to the Builder and )esigner before Construction. .urthermore, it is the resp— )nsibility of the Builder/ )wner or their Agents (Sub— :ontractors) to verify the limensions of all plans and eport any discrepancy to he Designer prior to const— uction. Any discrepancy ound after Construction :ommencement is the resp— )nsibility of the Builder/ )wner. .opyright 02002 )istinctive Dwellings DRAWN BY: TWH DATE: 6-18-17 CHECKED BY: ---- DATE: ---- REVISION 1 BY: TWH DATE: 10-10-17 REVISION 2 BY: DATE: � W Q � Q 0= 0 z -t 0o 0 0 D0D� M= �Q L_LJ 0 LLJ z � U Q �-j LL- = LLJ -i LLQ C � Q 0 � m M O � �Z ��-O D 0 d- U-im� f i 1 • PLAN # 17030 t is the responsibility of the 3uilder/Owner to verify that he plans provided meet all state, County, Local or Add— tional Municipalities Codes Ind Regulations as well as structural Requirements. Any liscrepancy should be eported to the Builder and )esigner before Construction. .urthermore, it is the resp— )nsibility of the Builder/ )wner or their Agents (Sub— :ontractors) to verify the limensions of all plans and eport any discrepancy to he Designer prior to const— uction. Any discrepancy ound after Construction :ommencement is the resp— )nsibility of the Builder/ )wner. .opyright 02002 )istinctive Dwellings DRAWN BY: TWH DATE: 6-18-17 CHECKED BY: ---- DATE: ---- REVISION 1 BY: TWH DATE: 10-10-17 REVISION 2 BY: DATE: � W Q � Q 0= 0 z -t 0o 0 0 D0D� M= �Q L_LJ 0 LLJ z � U Q �-j LL- = LLJ -i LLQ C � Q 0 � m M O � �Z ��-O D 0 d- U-im� f i 1 • PLAN # 17030 � W Q � Q 0= 0 z -t 0o 0 0 D0D� M= �Q L_LJ 0 LLJ z � U Q �-j LL- = LLJ -i LLQ C � Q 0 � m M O � �Z ��-O D 0 d- U-im� f i 1 • PLAN # 17030 PLAN # 17030 16 I IE TOP OF PARAPET WALL STONE (SMOOTH STONE) - -�, STRUCTURAL ANGLE AS REQ'D PER ENGINEER N I 9 fE 161E 21'-0" 0 �n 20 1E 25'-10" 12 NOT GUTTERS AND DOWNSPOUTS INSTALLED SADDLE AND FLASH AS REQ'D 4 AS PER MANUFACTURER'S SPECIFICATIONS 12 10" STUCCO BANDING 4 F. .: CONTRACTOR TO COORDINATE CN SITE - .:P MET - - . .. E AL ROOF (MATTE FINISH) . . 4" METAL BRACKET - TYPICAL It is the responsibility of the Builder/Owner to verify that the plans provided meet all State, County, Local or Add— itional Municipalities Codes and Regulations as well as Structural Requirements. Any discrepancy should be reported to the Builder and Designer before Construction. Furthermore, it is the resp— onsibility of the Builder/ Owner or their Agents (Sub— contractors) to verify the dimensions of all plans and report any discrepancy to the Designer prior to const— ruction. Any discrepancy found after Construction commencement is the resp— onsibility of the Builder/ Owner. Copyright 02002 Distinctive Dwellings DRAWN BY: TWH DATE: 8-21-17 CHECKED BY: ---- DATE: ---- REVISION 1 BY: TWH DATE: 9-26-17 REVISION 2 BY: a DATE: ___JL - - - � '. . . - . . . " ® ® ® .. ® ® ®°�' Z X r.. - - STUCCO - TYPICAL 00000 _J111 . ...� . ..... .. . • .. .: • . � .. '• .. - 000000 � � STUCCO - TYPICAL SAID CUT STONE TO 42" O W. STONE CAP 8" METAL COL. Z0UO D0D� W Q II 11=011 Z CY 0 LJE5T ELEVATION j/4 Q U=nom LL_ Q W LL 0 Q 0 ":� m M- 0 W Z 26'-2" 26'-8" -40 0 GUTTERS AND DOWNSPOUTS INSTALLED O AS PER MANUFACTURER'S SPECIFICATIONS U _j M 20® IE CONTRACTOR TO COORDINATE ON SITE STUCCO - TYPICAL (� 12 °� 4 a :: ; •: :� : SADDLE AND FLASH AS REQ'D 12"X36" PARAPE WALL - TYP ° RADIUS METAL ROOF (MATTE FINISH) r !'12I ° 4 TOP OF PARAP T WALL 00 CA 12 fE 40 le `a \ 10 ip \ \ a TOP OF BEAM 4 IE iE 4 METAL 5R4CKET - .. I •.:' ••' - I .. . TYPICAL • �; ;I I ® — °I — I I I o 0 0 8 0 II .. • •I' - 4" METAL BRACKET 6, 6, _TYPICAL o , .1 I TYIA C •. I • I L I I I P L II —1 1— IL j ��0 _ CA E3 SAW CUT STONE TO 42" AW CUT STONE SILL METAL PANEL SAW CUT STONE SILL SAW UT STONE TO 42" METAL PANEL STONE (SMOOTH STONE) :_• W. STONE CAP VSTONE (SMOOTH STONE) STONE FRONT I U, STONE CAP STONE FRONT E_ N 12'-6" 14'-2" 12'-10" 13'-4" EA5T ELEATIONV/ II _ j I -0II PfRCNT u w A-4 ZA11-065 PLAN # 17030 u Lu 0 r -3" 2�L— 108 12 8" METAL 5'-2" �DOODO - DODOOC STUCCO - TYPICAL 4" METAL BRACKET - TYPICAL METAL ROOF (MATTE FINISH' 4:12 PITCH 28'-9" Elm 000000000000 00000000000 SOUTH ELEVATION 62'-0" NOTE: GUTTERS AND DOWNSPOUTS INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS CONTRACTOR TO COORDINATE ON SITE SAW CUT STONE TO 42"J METAL PANEL W. STONE CAP STCNE FRONT 1/4 II _ 1l_0II 9M 6► r t is the responsibility of the 3uilder/OWner to verify that he plans provided meet all 'tate, County, Local or Add— tional Municipalities Codes ind Regulations as Well as structural Requirements. Any liscrepancy should be eported to the Builder and )esigner before Construction. urthermore, it is the resp— insibility of the Builder/ )Wner or their Agents (Sub— :ontractors) to verify the limensions of all plans and eport any discrepancy to he Designer prior to const— uction. Any discrepancy ound after Construction :ommencement is the resp— )risibility of the Builder/ )Wner. .opyright 02002 )istinctive Dwellings DRAWN BY: TWH DATE: 8-21-17 CHECKED BY: ---- DATE: ---- REVISION 1 BY: TWH DATE: 10-10-17 REVISION 2 BY: DATE: Z X Q U� Q -W Q � Q=) �Q 0-) O� CD � ry D Z0UO Q C!� -1 DODQ M Z CYQ wO W Z � UQn, LL 0 Q O O��z D O U�m� NORfiH VATION I/4•• A-5 ZA11-065 PLAN # 17030 204 e204 .. . fE STUCCOTYP ALIC " .. .... ..... . , .. , . o SCUPPER AS REQ'D II r— ------ — — — — — ------ — — — — — ---- — — — — — ------ — — — — ------ — — — — — ------ — — —�\Q ° o t� F� I METAL ROOF (MATTE FINISH) j tz A 4:12 PITCH ° tz A I 3 L 9 9 — ---- -- ---- — ej TOP OF BEAM 4 IF Lz - - DD _ - _ _ - - _ I F- STONE (SMOOTH STONE) STUCCO - TYPICAL 4" METAL BRACKET SA U CUT STONE STUCCO - TYPICAL 81 METAL COL. ' - TYPICAL 26'-4" 17'-6" I E3� NORfiH VATION I/4•• A-5 ZA11-065 PLAN # 17030 u.i LL It is the responsibility of the Builder/Owner to verify that the plans provided meet all State, County, Local or Add— itional Municipalities Codes and Regulations as well as Structural Requirements. Any discrepancy should be reported to the Builder and Designer before Construction. Furthermore, it is the resp— onsibility of the Builder/ Owner or their Agents (Sub— contractors) to verify the dimensions of all plans and report any discrepancy to the Designer prior to const— ruction. Any discrepancy found after Construction commencement is the resp— onsibility of the Builder/ Owner. Copyright 02002 Distinctive Dwellings DRAWN BY: TWH DATE: 8-21-17 CHECKED BY: ---- DATE: ---- REVISION 1 BY: TWH DATE: 9-26-17 REVISION 2 BY: DATE: Z X 0 U� Q _JW Q � Q=) �Q 0-) 0� CD D Z0UO Q C!� DODQ mZ �Q 0 w W Z or-- UQ� " 26'-0" 24'-4" 0 a�M Q 20m IP 12 ADJUST AS REQ'D ,�4=> W 0 z SADDLE AND FLASH AS REQ'D 12 ATTIC U�mNt STONE (SMOOTH STONE) 12 IE ATTIC e ° V=4 CONFMONC -R00 9 fee VAULT FROM 10'-1" TO 12'-1"' CLG 4:12 TDP OF BEAM c t lt4 HA" � � 00 30710--l" TO 11 X 10'-1" TO 11' ® "" W/ Cclvjw— 4" METAL BRACKET 0* CE 02 O C 06 -TYPICAL 9'-1" CLG EQUAI IVIDE a� 0 5ECTION 1/4II E3 O u NOTE: n REFER TO STRUCTURAL DRAWINGS AND NOTES FOR ALL SHEAR WALLS AND STRUCTURAL COMPONENTS 4 SPECIFICATIONS - PER ENGINEERS E3 E3 REFER TO STRUCTURAL DRAWING6, NOTES AND DETAILS FOR FOUNDATION DESIGN SPECIFICATIONS - PER ENGINEERS PLAN # NOTE: ALL EXTERIOR WALLS To 5E 2 llX� II '@ i� llo.c. 1440 17030 ZA11-065 s AV �.r - �y✓ rr�Agi�iy � r� A�"�b 6 ) H f. 4zi ._ s AV f - �y✓ rr�Agi�iy � r� A�"�b 6 ) H s J a 0 of J Ir W 0 N 0 a M z 0 W m 0 a U) Z 0 J 0 chO 0 U U) O U 0 C) U 0 0 w W 0 U) w U J 0 0 0 0 0 r W O ofd 0 W 0 QOf OfJ W O J 0 0 0 Z Q 0 C0 Of O 0 Z 0 CDLf Q J a 0 z U) 0 Ch I-- 0 Ch U 0 O PLANT LIST Symbol Quantity Code (Jame Scientific Name Common Name Planting Size Contents 0 30" O.C, B&B B&B 3-5 Canes B & B 36" O.C. 36" O.C. 24" O.C. B&B Tree form B & B 24" O.C. 12" Q.C. 9" O.C. DENOTES AREAS TO BE SOLID BERMUDA SOD SUMMARY CHART - BUFFERYARDS 21 Mypu Myrica pusilla Dwarf Wax Myrtle 5—Gal ACCENT TREES 5 Quvi Quercus virginion0 Southern live oak 4" —Cal WIDTH / TYPE 5 Frte Fraxinus texensis Texas ash 4" —Cal 1 4 Jaintu Lagerstroemia indica 'Tuscarora' 'Tuscarora' crape myrtle 45—Gal 110' 5 Prme Prunus mexicana Mexican plum 2"—Cal SOUTH 44 IvoN Ilex vomitoria 'Nana' Dwarf youpon 5—Gal 14 18 coca Ilex cornuta 'Carissa' Carissa holly 5—Gal sal 0 8 Pealha Pennisetum alopecuroides 'Hamelin' Dwf Fountain Grass 5—Gal 71' 5 Ulcr Ulmus crassifolia Cedar elm 2"—Cal 6 lde Ilex decidua Possumhaw 30—Gal 16 8 Ceco Cercis canodensis Eastern redbud 2"—Cal 4 80 Stte Stipa tenuissima Mexican feather grass 1-001 + + + t + 905 Tras Trachelospermum Bsiaticum Asian jasmine 4" pot TOTALS 200 Seco Seasonal color 4" pot 0 30" O.C, B&B B&B 3-5 Canes B & B 36" O.C. 36" O.C. 24" O.C. B&B Tree form B & B 24" O.C. 12" Q.C. 9" O.C. DENOTES AREAS TO BE SOLID BERMUDA SOD SUMMARY CHART - BUFFERYARDS LOCATION / REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE/SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH / TYPE TREES NORTH REQUIRED 110' S/ A 1 2 9 PROVIDED 110' 5'/ A 1 2 9 SOUTH REQUIRED 173' 10'/ F-1 5 10 14 PROVIDED 173' 10'/ F-1 5 10 31 EAST REQUIRED 71' 10'/ D 3 4 13 Hedge PROVIDED 71' 10'/ D 3 4 16 Hedge WEST REQUIRED 93' 10'/ D 4 5 18 PROVIDED 93' 10'/ D 4 5 18 TOTALS 13 21 54 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W., SHRUBS OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR. SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE (SQ. FT.)S( Q. FT. ) REQUIRED 605 SF 75% 1 2 15 91 12 PROVIDED 3,199 SF 100% 2 2 25 740 46 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 = 100%. REQUIRES 30 SF/STALL. - 9 STALLS X 30 = 270 SF REQUIRED PARKING LOT LANDSCAPING. - 465 SF PARKING LOT LANDSCAPING PROVIDED. 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 (TE��' 1-800-344-8377 I TEXAS ONE CALL SYSTEMS 1-800-245-4545 BEFORE LONE STAR NOTIFICATION CENTER 1-8800-669-8344 EXT. 5 ^^^^^ YOU DIC''•.. ) NOTE: NO LANDSCAPE PLANTINGS WITHIN 18" OF PARKING LOT CURBS. 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. 4 —Ual PLANTING NOTES: 1: PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER. 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT. 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS. 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE. 8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM CURB 3 FT. 9, SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. 1 0. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. 11.IF EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE. WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES, MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 1 2. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES, CONTRACTOR TO VERIFY PRIOR TO PRICING. 13ANSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH. 14.INSTALL CURLER BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4;1 OR GREATER. 15. AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF—SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. 1 6. STAKE TREES FOR OWNER APPROVAL PRIOR TO INSTALLATION, CITY OF SOUTHLAKE LANDSCAPE NOTES A. DO NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE CANOPY OF THE TREE WILL INTERFERE WITH OVERHEAD UTILITY LINES. B. DO NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE ROOT ZONE OF THE TREE WILL INTERFERE WITH UNDERGROUND PUBLIC UTILITY LINES. (INCLUDING WATER LINES, SEWER LINES, TRANSMISSION LINES, OR OTHER UTILITY): C. DO NOT PLANT ANY TREE WITHIN (10') OF AFIRE HYDRANT; OR D. DO NOT PLANT A STREET TREE CLOSER THAN 35 FEET (35) TO ANY STREET CORNER, MEASURED FROM THE POINT OF NEAREST INTERSECTING CURBS OR CURB LINES. PLANT MATERIAL QUALITY STANDARD: ALL PLANT MATERIAL SHALL BE OF NO. 1 GRADE, FREE FROM PLANT DISEASE, OF TYPICAL GROWTH FOR THE SPECIES, HAVE A HEALTHY, NORMAL ROOT SYSTEM, ROUNDED BRANCHING PATTERN, AND SHALL CONFORM TO THE CODE OF STANDARDS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. THE CITY RESERVES THE RIGHT TO APPROVE OR DISAPPROVE REQUIRED PLANTS AND PLANTING THROUGH THE LANDSCAPE ADMINISTRATOR OR CITY APPOINTED LANDSCAPE ARCHITECT, HORTICULTURIST, OR OTHER PERSON SO QUALIFIED. TREE SURVEY NO, DBH SPECIES CONDITION COMMENT CREDITS 101 I 24" OAK I REMOVE VARIANCE APP. 0 TOTAL TOTAL CALIPER INCHES 24" TOTAL CALIPER INCHES PRESERVED 0" 0% TOTAL CALIPER INCHES REMOVED 24" 100% BUILDING PAD EXEMPT 0" 0% PARKING LOT EXEMPT 0" 0 ROADS EXEMPT 0" 0% OTHER EXEMPT 0" 0 TOTAL MITIGATION REQUIRED: 0" CALIPER INCHES VARIANCE APPR'CVED .4gs LEGEND O EXISTING TREE TO BE PRESERVED/PROTECTED EXISTING TREE TO BE REMOVED BY PERMIT 0 10 20 30 SCALE. 1' = 10'-0' ZA17-065 TREE PRESERVATION PLAN LANDSCAPE PLAN Date OCT 10, 2017 Drawn By GAC Checked By JRF Revisions F J LL Z Z wz�Jz 020 U0 [n C W W Q Wq Ur uJ W 0 m W W a �QZof Z. oozo F=wo 0¢w ~ O w J U Qr�< I ZW ¢zOLD pw W Z Q H E O W U N Z W 0 - LL Q w m a t,<,.2W a J Q Z J U) Q W (n U70 WJ CC ~ UW LLO J1< 4 J O~ OJ F --Z0 zw "WZ cn o0u w U` D §� T 1-2 �T z �¢5r- ¢mow 00fof Q� DW OW XO r o LL w Z U" O w Z 5: w O of W m I,¢ d� w t~iaOf Of co �0Woo wQCn -Ww =wz Z J W;X m>F UQ I -J LLO W (n>Q� I 0W Z Sheet No. L-2 OF 5 Symbol Quantity Code Name Scientific Name • 21 Mypu Myrica pusillo ® 5 Quvi Quercus virginiano • 5 Frte Froxinus texensis 3-5 4 Laintu Lagerstroemia indica 'Tuscarora' B & 5 Prme Prunus mexicana • 44 AVON Ilex vomitoria 'Nana' 1* 18 Ilcoca Ilex cornuto 'Carissa' 24" 8 Peolho Pennisetum alopecuroides 'Hamelin' B & 5 Hcr Ulmus crossifolia ® 6 lde Ilex decidua ® 8 Ceca Cercis conadensis _ 80 SUB Stipa tenuissima ® 905 Tres Trachelospermum asiaticum 200 Seco PLANT LIST Common Name Dwarf Wax Myrtle Southern live oak Texas ash 'Tuscarora' crape myrtle Mexican plum Dwarf yaupon Carissa holly Dwf Fountain Grass Cedar elm Possumhow Eastern redbud Mexican feather grass Asian jasmine Seasonal color Planting Size ConSraarntrents 5—Gal CONDITION 30" O.C, 4" —Cal B & B 4" —Cal B & B 45—Gal ROADS EXEMPT 3-5 Canes 2"—Cal 0" B & B 5—Gal 36" O.C. 5—Gal 36" O.C. 5—Gal 24" O.C. 2"—Cal B & B 30—Gal Tree form 2"—Cal B & B 1—Gal 24" O.C. 4" pot 12" O.0 4" pot 9" O.C. CAUTION!!! 1 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 LONE STAR NOTIFICATION CENTER BEFORE 1-800-669-8344 EXT. 5 _____ YOU DIG. OO NOTE: NO LANDSCAPE PLANTINGS WITHIN 18" OF PARKING LOT CURBS. 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. PLANTING NOTES: 1. PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER. 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT. 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS. 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE. 8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM CURB 3 FT. 9. SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. 10.CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. 11.IF EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE. WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES. MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 12.QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING. 13.INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH. 14.INSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURES INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4;1 OR GREATER. 15.AT TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF—SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. 16.STAKE TREES FOR OWNER APPROVAL PRIOR TO INSTALLATION. CITY OF SOUTHLAKE LANDSCAPE NOTES A. DO NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE CANOPY OF THE TREE TREE SURVEY NO. DBH SPECIES CONDITION COMMENT CREDITS 101 24" OAK REMOVE VARIANCE APP. 0 TOTAL TOTAL CALIPER INCHES 24" Z) TOTAL CALIPER INCHES PRESERVED 0" 02 TOTAL CALIPER INCHES REMOVED 24" 100% BUILDING PAD EXEMPT 0" 0% PARKING LOT EXEMPT 0" 0% ROADS EXEMPT 0" 0% OTHER EXEMPT 0" 0% TOTAL MITIGATION REQUIRED: C" CALIPER INCHES VARIANCE APPROVED 499 LEGEND QQ) EXISTING TREE TO BE PRESERVED/PROTECTED 499 rhJ EXISTING TREE TO BE REMOVED BY PERMIT a +o m 10 SCALE: 1' = 10'-0' ZA17-065 TREE PRESERVATION PLAN LANDSCAPE PLAN Date AUG 1, 2017 Drawn By GAC Checked By JRF Revisions gU&o ��B �rcuN a p�mw� pmww��� Www �5$r= w3 xGaK �Fo'LS��a tgO www w �Ow 622,� Z] xaN w c5p_OOpF wOUWW pLLFK— za 3 B <�WLL u IL a Z) _J W fr z V > Sheet No. L-0 Ore a _J X m W 4 F- Y W a Z O � 0) m Sheet No. L-0 Ore TREE TO BE REMOVED - 0" OF MITIGATION REQUIRED TREE TO BE PRESERVED PROPOSED PROFESSIONAL OFFICE BLDG. 3025 SF FFE = 595.50 LOT 3 440 N. KIMBALL 1 W.1015IIIIIII %mlipmAl TREE SURVEY NO. + + CONDITION COMMENT CREDITS 101 24" OAK REMOVE VARIANCE APP. + + 0" + ROADS EXEMPT 0" 0% OTHER EXEMPT 0" 0% d m M H W 1 W.1015IIIIIII %mlipmAl TREE SURVEY NO. DBH SPECIES CONDITION COMMENT CREDITS 101 24" OAK REMOVE VARIANCE APP. 0 1111101 TOTAL CALIPER INCHES 24" TOTAL CALIPER INCHES PRESERVED 0" 0% TOTAL CALIPER INCHES REMOVED 24" 100% BUILDING PAD EXEMPT 0" 0% PARKING LOT EXEMPT 0" 0% ROADS EXEMPT 0" 0% OTHER EXEMPT 0" 0% TOTAL MITIGATION REQUIRED: C" CALIPER INCHES VARIANCE APPROVED 499 LEGEND QQ) EXISTING TREE TO BE PRESERVED/PROTECTED 499 rhJ EXISTING TREE TO BE REMOVED BY PERMIT a +o m d0 SCALE: I' = 10'-0' ZA17-065 TREE CONSERVATION PLAN Date AUG 1, 2017 Drawn By GAC Checked By JRF Revisions �rcuN oiHp�m wp �oz�o��om 53pmw�i$� a u �zau� � 3xGaK H M �o' _pw �ffiwa� �ooW��u�3 o k'w— zo�J e �awo�in waNmz � womulzm z i Sheet No. C=1 OFs w Z (� v w i a J X d m M H W �2 W< F- W a z H Oo M v Sheet No. C=1 OFs U J J 0 of J } m 0 Z Ir 0 W N O Q W z 0 w m 0 m L- U) U) z 0 1) m 0 m O Z O U Cf) O U O C) U 0 O w O Li N D Chw U J J O 0 O O } W O a 0 0 w J W S H W Q H U W 7 (D a OfJ J Q W O 01 O D Z Q U W 7 (D W x Of O U) U of Q Z O a CD Q _J Q D Z O U) D Ch 0 H U OfQ IL U U N S O SUMMARY CHART - BUFFERYARDS LOCATION / REQUIRED/ LENGTH BUFFERYARD CANOPY ACCENT TREES SHRUBS FENCE/SCREENING HEIGHT AND MATERIAL LENGTH OF BASE LINE PROVIDED WIDTH / TYPE TREES NORTH REQUIRED 110' 5'/ A 1 2 9 m PROVIDED 110' 5'/ A 1 2 9 W 0 SOUTH REQUIRED 173' 10'/ F-1 5 10 14 m PROVIDED 173' 10'/ F-1 5 10 31 EAST REQUIRED 71' 10'/ D 3 4 13 Hedge PROVIDED 71' 10'/ D 3 4 16 Hedge WEST REQUIRED 93' 10'/ D 4 5 18 PROVIDED 93' 10'/ D 4 5 18 TOTALS 13 21 54 OTHER COMMENTS: 1. WHERE PARKING IS PROVIDED BETWEEN THE BUILDING SETBACK LINE AND PUBLIC R.O.W., SHRUBS OBTAINING A MATURE HEIGHT OF THREE (3') OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30") ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE SHALL BE 2" IN CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES BUFFERYARDS AS WELL AS INTERIOR. SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE % OF AREA IN CANOPY TREES ACCENT TREES SHRUBS GROUND COVER ANNUAL COLOR AREA FRONT OR SIDE (SQ. FT.)S( Q. FT.) REQUIRED 605 SF 75% 1 2 15 91 12 PROVIDED 3,199 SF 100% 2 2 25 740 46 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 = 100%. REQUIRES 30 SF/STALL. - 9 STALLS X 30 = 270 SF REQUIRED PARKING LOT LANDSCAPING. - 465 SF PARKING LOT LANDSCAPING PROVIDED. CITY OF SOUTHLAKE LANDSCAPE NOTES A. DO NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE CANOPY OF THE TREE WILL INTERFERE WITH OVERHEAD UTILITY LINES. B. DO NOT PLANT ANY TREE WITHIN AN AREA SUCH THAT THE MATURE ROOT ZONE OF THE TREE WILL INTERFERE WITH UNDERGROUND PUBLIC UTILITY LINES. (INCLUDING WATER LINES, SEWER LINES, TRANSMISSION LINES, OR OTHER UTILITY): C. DO NOT PLANT ANY TREE WITHIN (10') OF A FIRE HYDRANT; OR D. DO NOT PLANT A STREET TREE CLOSER THAN 35 FEET (35) TO ANY STREET CORNER, MEASURED FROM THE POINT OF NEAREST INTERSECTING CURBS OR CURB LINES. PLANT MATERIAL QUALITY STANDARD: ALL PLANT MATERIAL SHALL BE OF NO. 1 GRADE, FREE FROM PLANT DISEASE, OF TYPICAL GROWTH FOR THE SPECIES, HAVE A HEALTHY, NORMAL ROOT SYSTEM, ROUNDED BRANCHING PATTERN, AND SHALL CONFORM TO THE CODE OF STANDARDS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. THE CITY RESERVES THE RIGHT TO APPROVE OR DISAPPROVE REQUIRED PLANTS AND PLANTING THROUGH THE LANDSCAPE ADMINISTRATOR OR CITY APPOINTED LANDSCAPE ARCHITECT, HORTICULTURIST, OR OTHER PERSON SO QUALIFIED. BUFFER YARD LANDSCAPE PARKING LOT LANDSCAPE INTERIOR LANDSCAPE 0 10 20 30 5C,4LE= 1" = 10'-0" ZA17-065 BUFFER YARD PLAN Date OCT 10, 2017 Drawn By GAC Checked By JRF Revisions -CT Sys ky O U . F J LL Z Z wz�Jz 000 1) 0- b W W Q W� O w u-, m W W w=a~J O a 000 Zza O ~zw of-�,�x rpr (nW ~ W' Kip' O =~Ocn OOZOi—,w�� xx5mU),0 ui ~ O w JO U0� UJ m F--< O00 H O_ m W J J 2� WZQ -�- O W 00-"q W Q H Q W C Q O Y U N Z W� w O K W Q� Q Lu 2 m a OW W O a J� Q Z. J u) Q Z W 0 W' W' W .0 U p J O W a 0 J x < W Z' �`~Z`ncn OOcnw K p of p W U Z Z= Q � W0 � W � OW Z --w OW XO Z U O w z< Q w O,wm�Q0§w VOElf w-tn c-iui C) of W UO wa-Ww xwz W Cn= J Z_ F ~ — H Z w� F U Q t - w �n� ¢n Sheet No. L-1 OF 5 w � z 0 > a J u) X m W Y �� W 0 Q Z H O m � � Sheet No. L-1 OF 5 &&99-184Paving P|an.dgn 9/11/20179:45:06AM 112" IRF BEARS: LAND" 0 10 20 40 X" CUT IN CONC. �JPH NOR HEASTCORNER LOT 4 z it ELEV. 597.68' 1 PA VINGLEGEND 6" THICK CONCRETE PAVEMENT W/ #3 BARS 00 00 4" THICK CONCRETE SIDEWALK W/ #3 BARS 00 0 00 LAND" 0 SITE BM #8 ELEVATION=595 85' NOR NI �JPH HEAST CORNER LOT 4 z 00 f", LOT 4 T. MAHAN NO. 1049 ADDITION 10' UTILITY EASEMENT DOC. NO,D214064888 7 . . . . . . ... ........ ... ........ ... ... .... ... ... . ASPH. PAVING NOTES LOT 6 DOC, NO. D214064888 1 4- KIMBALL PARK RAMP 1. ALL CONCRETE SHALL BE 3,500 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE _j DOC. NO/f/ D216064993 1 STORY STONE & STUCCO BUILDING DO 00 DO TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED. U) __j < (10 11 SEVEN DAY AND TWENTY—EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE U) z cn OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. Lu RETAINING m c): co (IN EDGES OF PAVEMENT( AS APPLICABLE). u (� I Lij �/CAP FLUME CROSSING ct� 3. SAW JO I NTS SHALL BE CUT ON MAX I MUM F I F TEEN 15' FOOT CENTERS W I TH I IN 24 HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF _j _j 00 < C) INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. _j c/) LIJ Q �v Q S'5' BRICK 4. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. SAWJOINTS SHALL EXTEND THROUGH THE CURB. ZO 0 f co 5. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. < LL C�i ADA RAMP 0. 3558 AC R E -fe, 6. ALL PARKING LOT PAVING SHALL BE 6" THICK REINFORCED CONCRETE W1 3 BARS >_ LOT 3 T, MAHAN NO. 1049 LADDITION 5.5 QD pi C) REPORT. TRAFFIC LANES TO BE 6"THICK. 0 < _j 7. SEE GRADING PLANFORF INISHEDPAVEMENTELEVATIONS. 440 N. KIMBALL STRE7T SIDEWALK 8. CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN. 1/2"IRF w/CAP RPLS "RPLS 1890" 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 11 ADA RAMP "RPLS 18190" 10. ALL SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF SOUTHLAKE STANDARDS. MESCO ADDITION CAB. A, PG. 3620 n < i�: 11. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC _j �� Ln w VOL. A, PG 3620 CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON u tp; Ln P. R. T. C. T. UNIFORM TRAFFIC CONTROL DEVICES. -3: Coe LL. nz C2 0 01 CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG kn IQ Lu uj STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE 3/8 THICK CORROSION DESIGN STANDARDS AND DETAILS9 WHICH ARE THE DETAILS RESISTANT STEEL #3 BARS ON 18" C—C DIAMOND PLATE INCLUDED AND MADE A PART OF THESE DRAWINGS. EA H WAY Ott AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED UTILITY RELOCATION NOTE: AS DIRECTED BY ENGINEER. IF ANY EXISTING UTILITY POLES- POWER POLES - ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE GUY WIRES. TELEPHONE UTILITIES. ETC. ARE FOUND 4"THICK CONCRETE THICKNESS WILL HAVE AN EXPANSION JOINT FURNISHED AND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. 6// #3 BARS ON 18" C—C EACH WAY INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF ALL SIDEWALKS SHALL CONFORM TO A.D.A. REOUIREMENTS. ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). SIDEWALK FLUME SECTION z ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE uj LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE zi I I I I I I ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR SHEET WITH DOWELED EXPANSION JOINT CONSISTING OF PRE—MOLDED IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING EXPANSION JOINT MATERIAL AND SEALANT. UTILITIES- BOTH HORIZONTALLY AND VERTICALLY- BEFORE CASE NO. ZA17-065 Cl -03 I I I THE COMMENCEMENT OF ANY CONSTRUCTION. &&99-184Paving P|an.dgn 9/11/20179:45:06AM \999-184 Utility Plan.dgn 9/11/2017 9:45:35 AM I SCALE 1" = 20' ------------------ } 1/2" IRF BEARS: � ----------;------------ I I 1 /2J" H F ,,/CAP 0 10 20 40 SITE BM#7 N 68°07'-w 0.22'i " i X" CUT IN CONC. NORTHEASTACORNER LOT 4 CONSTRUCTION MATERIALS AND METHODS SHALL BE PER N C T C O G 111 Q ELEV. = 597.68' STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE � zoo ________________________________________1.__.__.__.__.._.__.__._ i' .__.__.__.__.._.__...._.._...._....................; DES DESIGN STANDARDS AND DETAILS, WHICH ARE THE DE TAILS C4 _ i i' INCLUDED AND MADE A PART OF THESE DRAWINGS. Boa �00 x 100 �u� Zx 00 j z O W O o z 00 `-- - - - - - - - - - - - - - - - - - I --- --- --- ----------------- ---- -- ---� 1l" IRF ./CAP JPH LAND" � � F" N j i NOR�fHEAST CORNER LOT 4 W r"1 ,- SITE BM #8�. "X" IN CONC. ELEVATION=595.85' LJ NIo I I NOTE: Z xr� w w W z v O A Px oN PRIVATE SANITARY SEWER SERVICES NEED A > Z' U v m LOT 4 10' UTILITY EASEMENT DOC. NO. D214064888 PLUMBING PERMIT AND MUST BE INSPECTED i T. MAHAN N0. 1049 ADDITION P.R. T. C. T. I ASPH. BY BUILDING INSPECTIONS PRIOR TO BURIAL. LCAT 6 i DOC. NO. D214064888 ". KIMBALL PARK i P. R. T. C. T. AM 71 DOC. N0; D216064993 1 STORY STONE Y & S i TUCCO BUILDING _ fR. ................................................... i SIGN ~ ao "� z �I .............. �I � P, T. C. T. w Do ' < coNc. i w z w = cn 'I 1" DOM. AND 1" IRR. RETAINING ® `) I w w o o� CONI. SERVICES TO BE BORED C� U) i WALL S� � C)I UNDER KIMBALL AVE. TOP OF 6" PVC i W TOP ELEV=591.46' �, w Z a v Zj CONC.: Lli X O LLJ ' E TOP ELEV=592.57' i N 89°59 26 E 16 14' • _ _ _ .._. ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. ..._.._.._.. ---------------------------------------------------------- M <0 _ .._.._.. _.._.._.._.._.._.._ © �� FURNISH AND INSTAL L " � J I— f•' 5/8'• IRF i ! /CAP � O 1 - 1 SERVICE TAP Q I w z (C.M.) t` o /o I I CONC. Z - 111 DOM. METER W/ BOX 146 L.F. 1" WATER SERVICE J O7Y Q Q Ji O Q C2 FURNISH AND INSTALL - i m BRICK 1- 1" ! RR. I METERCE BOX _ Y O� z O J _ RAMP 73 L.F. 1" WATER SERVICE Z Z0 ~ 0 00 ! �I =O �! 0.3558 ACRclue ! ! IMPORTANT ! !� WATER IMPROVEMENT NOTES 12>- I I ~ LOT �i 3 o� CONTRACTOR SHALL EXPOSE 1. ALL WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. b . T. MAHAN NO. 1049 ADDITION DOC. NO. D2140 8 I O • O j AND VERIFY THE LOCATION OF 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. U �/I EX UTILITIES PRIOR TO P.R.T.C.T. �• I j CROSSING THEM 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR -18 MINIMUM. WITH NSF SEAL. PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH ! 440 N. KIMBALL STRE7T I I I NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 42" COVER TO ! 1 ///61EWALK THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN- ♦ LESS STEEL TUBE LINERS. 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE 5/8"IRFwCAP I / FURNISH AND INSTALL SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING 1/2" IRF w/CAP "RPLS1890" „ 1- 4 SS SERVICE TAP SERVICES. UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • "PACHECO KOCH"._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.• S 89°59'26" W 197.27' _ _ _ _ _ .. 1 _� �� 1 1 4 L.F. 4 SS SERVICE 5. SERVICE LOCATION TO BE STAMPED ON CURB WITH 2"" HIGH LETTER "W". 5/8" IRF w/CAP /----------------------------- "RPLS ------------ } W/ CLEANOUT 6. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR -9 CLASS 200 POLYETHYLENE.WZW� ui 1890" i = ASPH. 7. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR -9 CLASS 200 POLYETHYLENE. it 3 0 0 i LOT 4, BLOCK 1 5' MESCO ADDITION UTILITY EASEMENT W `�° < 8. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE Z SW �, J CAB. i VOL. A, PG 3620 A, PG. 3620 P.R.T.C.T. j �� +I vT TESTED. WN W Z o z vi a Q mu `" v ao z I 9. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. N n W i P.R.T.C.T. HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS Z ``0 8- W W 4 op a � SSMH WILL BE PAINTED By THE CITY. w D z - �d � n. 5 z RIM ELEV=600.32' 10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE J L> I z g o O j FL S(IN)=586.32' BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CON- LJJ w � w } I FL SW(IN)=594.32' CRETE BLOCK OUT PER DETAIL ON SHEET. Ik-m o _ i FL N(OUT)=586.22' 11. FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" x 5" STORZ ADAPTER CONNECTION WITH �O o o a BUTTERFLY VANES. W n Q CL = 12. WHEN A WATER LINE IS BORED. THE CASING SHALL BE CAPPED AND VALVES ADDED ON m ° w / EITHER SIDE. Y c 13. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS.v i I 14. FOR VALVES INSTALLED 4" AND DEEPER, ADD EXTENSION WITH CENTER RING 2" OR LESS. 1 N c" Y On SEWER IMPROVEMENT NOTES x W_ 3 1. SANITARY SEWER LINES SHALL BE SDR -35, PVC PIPE. ONE JOINT OF 150 -psi PRESSURE m - o to 0 Q o W u RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER LINE CROSSINGS. 2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II, OR BETTER. MATERIAL AS W DEFINED IN ASTM D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE a SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING SERVICES UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. } 3. AFTER COMPLETION OF ALL TESTING (IE: MANDREL AND AIR). CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE DVD TO THE PUBLIC WORKS DEPARTMENT. m DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. 4. A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE SEWER SERVICES. 5. ALL SEWER MANHOLES SHALL BE 4 -FT. DIAMETER IN ACCORDANCE WITH STANDARD CITY OF SOUTHLAKE DETAILS. 6. CONTRACTOR TO PLACE A 3/4" PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVING CONTRACTOR BEGINS WORK. ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY 7. RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTED 18" BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED "CONST. SAFETY AND HEALTH REGULATIONS", VOL. 29, SUB PART P, BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL. PG. 128-137, AND ANY AMENDMENTS THERETO. 8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS CRITICAL ' I F ANY EXISTING UTILITY POLES, POWER POLES, L IFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F.. A MINIMUM OF TWO (2) Z ° TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF o_ LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE GUY WIRES. TELEPHONE UTILITIES, ETC. ARE FOUND ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING 0 CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL > AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, TRENCH WORK. IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING THE CONTRACTOR SHALL CONTACT THE APPROPRIATE 9. ALL MANHOLES SHALL BE VACUUM TESTED. o UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE UTILITY COMPANY AND COORDINATE THE RELOCATION OF 10. COAL TAR EPDXY IS REQUIRED IN ALL MANHOLES. Z THE COMMENCEMENT OF ANY FURNISH AND INSTALLATION. ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY) . 11. ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. SHEET C1.04 CASE N0. ZA17-065 \999-184 Utility Plan.dgn 9/11/2017 9:45:35 AM O / COMMENTS Al 0.36 0.30 10 4.71 6.51 9.24 0.5 0.7 1.0 SHEET FLOW TO 50' DRAINAGE EASEMENT I Q i / 1 /2" IRF BEARS:---------------------------I---------- _ -------------� �' 1/2" IRF ./CAP Ld } SITE BM#7 // "X" N 68°07'-W 0.22'/ I 1 NORTHEASTACORNER JPH a = CUTIN CONC. i10 Z 2� =0 I I LOT 4 ELEV. = 597.68' W� zZ�o z O al U cl� Lzam_ \ -----------------L------- 000, LL. O z LLx I ma w Q I-----------I------I------- Y i La 2 3 / W I Q tA I O Q / � I I o 0 / I 1 / I / `-------------------------------------------------------i----------------I------------------� 1 ' CAP 1 IRF PH LAND" ,93 ^ 3 / Lu! NOR�H CORNER LOT 4 $ SITE BM #8 �. / I 1 "X" IN CONC. NIa / IELEVATION=595.85' / I &16 z� I / I II 10' UTILITY EASEMENT LOT 4 I DOC. NO.I D214064888 MAHAN NO. 1049 ADDITION I P. . T.C.T.T. c A H. Lq 16 i DOC. NO. D214064888 I I 00 RAMP KIMBAILL PARK i P. R. T. C. T. I L\_ 00' DOC. NO/ D216064993 / 1 STORY STONE - _ _ _ 00 91GN� ~ o0 W� P/. R. T. C. T. / & STUCCO BUILDING � CONC. � I o LLJ N N�� R ING ® WALL 595 I w p I I CONC. / TOP OF 6" PVC / cn cn Z W TOP ELEV=591.46' v CONC. E TOP ELEV=592.57' 594 N 899 26 5 16 14 M Q /O / 9°'� w/CAP 595 5 0 I I I �' (C. M.) / rnG 1 b g I I / o �g _ / = z ^o � h' Q � / Q / - 0) to 4m / 0.355 A / LC T MAHAN NO 10 9 A DITION / DOC. N0, 21 0 8 P.R. .C. / 596 LL STIR T / �gn / 596 f 59 7 1/2" F /CAP 595 "P H 0 KOCH" / 8" IRF / — — — — — — — — — — / "RPLS 1890" i� LO 4, BLOCK 1 MESCO ADDITION VOL. A, PG 3620 P. R. T. C. T. \999-184 DA MAP.dgn 9/11/2017 9:40:35 AM 597 597 - �1 FF 597.88 'J NC V / I illLn c pie �I � - In f h 5' UTILITY EASEMENT CAB, A, PG. 3620 P. R. T.C. T. W IRF w/CAP "RPLS 1890" ••I I / APH �1 I I I I I I / SIDEWALK II _� I.I r I = ASPH. I �W �~ I �a -Hcn SSMH RIM ELEV=600.32' FL S(IN)=586.32' FL SW(IN)=594.32' FL N(OUT)=586.22' BRICK a, 0 SCALE 1" - 20' iiiii 0 10 20 40 PRE DEVELOPED SITE DRAINAGE DATA MARK AREA C Tc 12 110 1100 Q2 Q10 Q100 (AC) (MIN.) (IN/HR) (IN/HR) (IN/HR) (CFS) (CFS) (CFS) COMMENTS Al 0.36 0.30 10 4.71 6.51 9.24 0.5 0.7 1.0 SHEET FLOW TO 50' DRAINAGE EASEMENT 0w J Q i I W Z M r r O _ Q �' OT M ZLc, 0 Y Z0 Z z Z 2� =0 n Co W a d0aZ5 W� zZ�o z O al U cl� Lzam_ \ a— O 000, LL. O z LLx ma w Q Y La 2 3 W Q tA O Q W � 2 o 0 0 / \999-184 DA MAP.dgn 9/11/2017 9:40:35 AM 597 597 - �1 FF 597.88 'J NC V / I illLn c pie �I � - In f h 5' UTILITY EASEMENT CAB, A, PG. 3620 P. R. T.C. T. W IRF w/CAP "RPLS 1890" ••I I / APH �1 I I I I I I / SIDEWALK II _� I.I r I = ASPH. I �W �~ I �a -Hcn SSMH RIM ELEV=600.32' FL S(IN)=586.32' FL SW(IN)=594.32' FL N(OUT)=586.22' BRICK a, 0 SCALE 1" - 20' iiiii 0 10 20 40 PRE DEVELOPED SITE DRAINAGE DATA MARK AREA C Tc 12 110 1100 Q2 Q10 Q100 (AC) (MIN.) (IN/HR) (IN/HR) (IN/HR) (CFS) (CFS) (CFS) COMMENTS Al 0.36 0.30 10 4.71 6.51 9.24 0.5 0.7 1.0 SHEET FLOW TO 50' DRAINAGE EASEMENT 0w J Q i I POST DEVELOPED SITE DRAINAGE DATA MARK AREA C Tc 12 110 1100 Q2 Q10 Q 100 (AC) (MIN.) (IN/HR) (IN/HR) (IN/HR) (CFS) (CFS) (CFS) COMMENTS Al 0.36 0.90 10 4.71 6.51 9.24 1.5 2.1 3.0 SHEET FLOW TO 50' DRAINAGE EASEMENT 0w J Q IW RATIONAL METHOD CIA = 0 RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM) RUNOFF COEFFICIENT FOR UNDEVELOPED C = 0.30 RUNOFF COEFFICIENT FOR COMMERCIAL DEVELOPMENTS C = 0.90 CASE N 0 . ZA17-065 00 It 00 rl w 00 0 0 00 N h 0000 z x a (W z_ Q 0 cy) c/) W W 0w J Q IW W Z M r r O _ Q �' OT M ZLc, 0 Y Z0 Z z Z 2� =0 n Co W a d0aZ5 00 It 00 rl w 00 0 0 00 N h 0000 z x a (W z_ Q 0 a. 3 8":, W Z ; 0 aD W Z M r r O _ �' U W - > ZLc, I 4' -"Z - 1 N W d'LUN 1n Z 2� �oaw n Co W a d0aZ5 W� zZ�o z O al U cl� Lzam_ \ a— O 000, LL. O z LLx ma w Q Y a. ti aD —_ _ 1 N W U Y al U \ m W Q La 2 3 W Q tA O Q W � 2 o 0 0 W a 0 r m z o_ t� W cr 0 z SHEET C1.01 \999-184 EC Plan.dgn 9/11/2017 9:41:24 AM / SCALE 1" = 20' / I 0 10 20 40 O / �---------------------------- --------- ----------- - 1/2" IRF w/CAP Q Q 1/2" IRF BEARS: I- � N 68°07'-W 0.22;/ I I I JPH LAND" U _n Z o 22/ r / i / NORTHEAST CORNER j I LOT 4 cnmla / —----L— I — — —— —� I j d I ! Ll �z�00� / L- a Z�00 O 3 W 00 z 00 / EROSION CONTROL GENERAL NOTES Oza� /— — I — — ------------------------------------------------------------------- I j fI z 2 p 1/12" IRF ./CAP JPH LAND" LEGEND z i' NOR�fHEAST CORNER LOT 4 1 ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION w x 6 a / LV' DISCHARGE ELIMINATION SYSTEM (TPDES) PERMIT ISSUED BY THE TCEO AS / SITE BM #8 Flo i DEFINED IN TPDES GENERAL PERMIT NO. TXR150000. U / X" IN CONC. NIo / (ELEVATION=595.85' oIN I 2. FOR SITES OF 5 ACRES OR GREATER. A TPDES NOTICE OF INTENT (N01) FORM zi I MUST BE SUBMITTED TO THE TCEO AT LEAST TWO (2) DAYS PRIOR TO SILT FENCING / 10' UTILITY EASEMENT COMMENCING WORK. FOR SITES GREATER THAN ONE (1) ACRES BUT LESS LOT 4 DOC. No.l D.CJ. 888 I THAN FIVE (5) ACRES. A TCEO CONSTRUCTION SITE NOTICE MUST BE COMPLETED. T. MAHAN NO. 1049 ADDITION P.F.- � A H. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED INLET PROTECTION 6 / DOC. N0. D214064888 _ — — — — I r 00 PRIOR TO SUBMITTAL OF THE NO I OR SITE NOTICE. THE SIGNED AND COMPLETED = �7 �L P. R. T. C. T. n; RAMP SWPPP MUST BE MAINTAINED AT THE JOB SITE AT ALL TIMES. PARK / \ �SGN D216064993 / 1 & STORY STONE STUCCO BUILDING 00 wi I 3. EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER I. T. C. T. i i CONC. w o i I w CDF__: A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN C� Q x X Z i' ® Q N cv \ oI �°4' I ( SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID Q R ING WALL 595 w oF--: o: CONC. 0 SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE Lli _j i TOP OF 6" PVC S� �16314' Ln I w O CL Zi STORM WATER POLLUTION PREVENTION PLAN. Q W TOP ELEV=591.46' / v CONC. ; I I LLJ J E TOP ELEV=592.57' / 594 — ..._.._.._.._.._.._.._.._.._.. .._.._.._.._.._.._.._.._.. N 89°59'26" _ ._.._.._.. .._.._.. Q o ! .._©_.._.. .._.._.._.._.It 4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES SHOWN IMMEDIATELY UPON ENTERING NG SITE REPAIRS OR MODIFICATIONS F I CAT I ONS TO Y Q 0 IIIIIIIIIIIIIIII 9 o s9 . J Ir 59 ! /CAP * �c.M� 595 6 I ��I THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL Q 'A ��� Q MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES10 m r = Z o ��°i• �� NC. ccc ARE NECESSARY AND AS DIRECTED BY THE CITY. (NO SPECIAL PAY) 0 o Y O� Z U 5. AT A MINIMUM. PERIMETER CONTROLS SUCH AS SILT FENCE O m � m SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS U) WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION. GRADING, Z Z Z j • ! � BRICK OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR Q U- 0 o 1. I �i c RAMP SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE � = 0 cf) co i OFF-SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. Q 0 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT ~ LLu X0.355 A I PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED U moi • I i I OR POORLY MAINTAINED EROSION CONTROL MEASURES. • L T ! T. 2�HAN NO 1049 A DITION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND ry OC. N0. 21 0 8 FF 595.50 I SPH, o DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF P. R. .C. T. 596 I �� cI o CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE 440 N. K LL STIR T I 1� EROSION CONTROL MEASURES. i CONSTRUCTION 8. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED h9p ^� SIDEWALK ENTRANCE °I SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE I MEASURES. 595 I • .._.._~� �� _.. .._. IRF w/CAP ! o I eo_•• 1 LiJ RPLAj I g, THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF w Z w ��3z ui S 89°59'26" W 197.27' �I EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER z S = N / /— — — I TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION 25' J W N ~ W / / III = ASPH. CONTROL MEASURES. A WRITTEN I NSPECT I ON REPORT WILL BE F I LED WITH Q zO 0, L,j � z i LO 4, BLOCK 1 / �— 5' UTILITY EASEMENT THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE GRADE TO PREVENT RUNOFF Z cr o a i MESCO ADDITION / a CAB. A, PG. 3620 — j +1cn THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE FILTER FABRIC FROM LEAVING SITEw o I I `'J `` D z VOL. A, PG 3620 P.R.T.C.T. OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE I _� w %oan z / P. R. T. C. T. INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. 2" MIN. J w NQ t-_O Z W I / SSMH RIM ELEV=600.32' 10. THE CONTRACTOR SHALL PROVIDE ADEOUATE PROTECTION OF STORM In O o 0 0 0 o = S(IN)=586.32' DRAIN INLETS AS SPECIFIED. WHERE INLETS ARE BEING REMOVED OR z 'sFL w o z a / FL SW(IN)=594.32' INSTALLED, THE CONTRACTOR SHALL PREVENT MATERIAL FROM ENTERING = o Q CONSTRUCTION MATERIALS AND METHODS SHALL BE PER FL N(OUT)=586.22' NCTCOG i/ THE STORM DRAIN SYSTEM. Y EXISTING GRADE CONSTRUCTION ENTRANCEPAVED SURFACE 11. ALL OFF-SITE STOCKPILES SOILS WILL BE SURROUNDED BY SILT FENCE. N.T.S. STANDARDS AS AMENDED BY THE CITY OF SOUTHLAKE /; SEDIMENT CONTROL SWALE. OR EQUIVALENT MEASURE. AS APPROVED BY DESIGN STANDARDS AND DETAILS, WHICH ARE THE DETAILS / ENGINEER. TO PROPERLY CONTROL SEgIMENT RUNOFF. m 6 a ,� INCLUDED AND MADE A PART OF THESE DRAWINGS. // 12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION STABILIZED ENTRANCE NOTES c, W o ACTIVITY 1S TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN13z x / 14 DAYS. m a W 1. STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED u 13. ALL AREAS DISTURBED AND NOT COVERED BY THE LANDSCAPE PLAN SHALL BY PLACING A LAYER OF FILTER FABRIC COVERED BY A MINIMUM BE SEEDED WITH A MINIMUM OF 70% COVER ESTABLISHED PRIOR TO ACCEPTANCE OF 6 INCHES OF CRUSHED ROCK OR ACCEPTABLE CRUSHED W < OF THE PROJECT. PORTLAND CEMENT CONCRETE. o SILT FENCE <� <L�<<<< STEEL FENCE POST 2. THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL (MIN. HEIGHT <� <<<L <<<<<<<<<< <<< <<<<<< <<< << MAX. 6' SPACING, MIN. EMBEDMENT POINTS OF INGRESS OR EGRESS. MINIMUM LENGTH SHALL BE 50'. m 24" ABOVE < <<<�� EXIST. GROUND) 3. THE ENTRANCE SHALL BE PROPERLY GRADED OR INCORPORATE A WIRE MESH DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE COMPACTED EARTH <L<<<<L <<<� <<<<<<<< <<L < < BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM CONSTRUCTION SITE. OR ROCK BACKFILL <<<<<� <<<< <<< << < � ALLOWABLE, TYP. CHAIN < << <<< LINK FENCE FABRIC IS EROSION CONTROL PHASING: 4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH AC C EPTAB LE WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED PHASE 1 - PROVIDE CONSTRUCTION ENTRANCE AND SILT FENCING SURFACES. THIS MAY REOU I RE PERIODIC TOP DRESSING WITH AROUND PERIMETER OF SITE. POST CONSTRUCTION SITE ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT O � / / /��/ //� ��'`�:>�•�.��:'>�i:�:��� :::'�:.� ?:: �:._.:-.- ..... 6>MIN. NOTICE IN VISIBLE AREA ONSITE. SPILLED, DROPPED. WASHED OR TRACKED ONTO PAVED SURFACES .z.�:.. SHALL BE REMOVED IMMEDIATELY. PHASE 2 - AFTER ROUGH GRADING AND DURING PAVING/UTILITIES PHASE CONTRACTOR SHALL MAINTAIN SILT FENCING AND 5. WHEN NEEDED VEHICLES SHALL BE CLEANED TO REMOVE FLOW CONSTRUCTION WASHOUT AREAS. SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REOU I RED. IT SHALL BE DONE ON AN AREA STABILIZED z PHASE 3 - UPON FINALIZATION NAL I ZAT I ON OF SITE WORK AND BEGINNING OF WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH 0 VERTICAL BUILDING CONSTRUCTION CONTRACTOR SHALL THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL > TRENCH FABRIC TOE-IN MAINTAIN SILT FENCING AS WELL AS SEED/SOD SITE FOR BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR Ld 6^ MIN PERMANENT EROSION CONTROL. WATERCOURSE USING APPROVED METHODS. a z SHEET SILT FENCE DETAIL N.T.S. CASE N 0 . ZA17-065 Cl.05 \999-184 EC Plan.dgn 9/11/2017 9:41:24 AM \999-184 Grade Plan.dgn 9/11/2017 9:43:14 AM / I SCALE 1" = 20' CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG 0 10 20 40 Q / 1/2" IRF BEARS: -------------------------------------- - - - - - - - - - - - - - 1/2 " IRF w/CAP STANDARDS AS AMENDED BY THE CITY OF S O U T H L A K E ° / N 68°07'-W 0.22;/ I I JPH LAND" U _ Z 22r / NORTHEAST CORNER DESIGN STANDARDS AND DETAILS 9 WHICH ARE THE DETAILS vc i ;8 / LOT 4 a _ /" INCLUDED AND MADE A PART OF THESE DRAWINGS. /L � I ------ - - - -- I I I z � J ° � lz I x N I I ] / L- I CONTRACTOR NOTICE IV 1, 00 - - - - - - - - - - / I I ALL SIDEWALKS, AND PAVED AREAS. REOUIRING ADA ACCESS SHALL BE \ l Z CONSTRUCTED WITH 5%( MAX. ) SLOPE AND 2.0%( MAX. ) CROSS SLOPE IN ���]]] �„J z 00 o / / I I ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE z Q O o 0 z N I / I PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES SITE GRADING LEGEND 0 W / I (IN WRITING) FOR BEFORE CONSTRUCTION COMMENCES. RECONCILIATION z 00 `-------------------------------------------------------i- ---- --- --- --- - - I ----------------- 1JPI LA DCAP FF = FIN I SHED FLOOR U // NORH AST CORNER F T , , .. FINAL GRADING NOTE .. TP TOP PAVEMENT z i I WI LOTFINISHED I TI = TOP INLET W A SITE BM #8 moi- GRADES SHOWN HEREON REPRESENT TG = TOP GRATE INLET 0 / "X" IN CONC. Nlo I TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING. / (ELEVATION=595.85' N I UNLESS NOTED OTHERWISE. TC = TOP CURB / oi GT = GUTTER UNDER NO CIRCUMSTANCES SHALL SOD OR FG = FINISHED GRADE LOT 4 10' UTILITY EASEMENT DOC. NO.I D214064888 I LANDSCAPING NE PLACED ABOVE THE BRICK TW = TOP WALL / P.F�.T.C.T. LEDGE. FINAL GRADE SHALL ENSURE POSITIVE T. MAHAN NO. 1049 ADDITION _ _ _ _ _ A H. FLOW AWAY FROM THE BUILDING AND OTHER BW =BOTTOM WALL Lg�T 6 / DOC. NO. D214064888 I °�, c RAMP STRUCTURES. FL = FLOW LINE B4LL PARK i P. R. T. C. T. L_�- �; FLOW DIRECTION 0/ D216064993 / 1 STORY STONE Y MATCH & STUCCO BUILDING :VR. T. C. T. i Q w c EXIST. o s(GN - - ~ C00 00 � LIcf)F- WI ; , - 649- - EXISTING ELEVATION CONTOUR C � CJS X LR ING ® `� w p oo I �CONC. PROPOSED ELEVAT 1 ON CONTOUR W O ui L 595 � -660- TOP of 6" PVC i' T P 5 9 6. 8 8 w o CL z i Q z W TOP ELEV=591.46' i v CONC.: "o I I '� 01 5 I W Q E TOP ELEV=592.57' M 594 N 89°59'26 16 14' 21 Q J Y . ............. _r _ .._.._. _©_.._. .._.._.._.._.. s 99 / 0 TREE PROTECTION J Q J S 59 ! ./CAP 595 5 6 • - W 1 I I Q o= a_ 96 �� `' Q m r o� ��a� TP .70 °. ° °. � 0 597 o Ic o p z C 597.40 --► � I TP 596.99 �c � z � GT 596.90 h°j c � CO Q Q h°TC 597.60 ~ co I Q �� • GT 597.10 TP o (-nz 596.95 (o ; BRICK �; ° I RAMP c:)= W O �• h TP 597.20 TP 597.15 co Q °�i0) o ^ TP 597. 5 TC 599.25 ~ 0.355 A4 TC 597.80 I GT 598.75 of GT 597.30 � I ; ::: CRITICAL T10 Ln LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE T. MAHAN NO 9 A DITION MA) TP 597.20 �'��O � AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR DOC. NO. 21 0 8 FF 597,88 SPH, IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING P. TC 597.88 TP 59 597.50 %TC cr1� c o BOTH HORIZONTALLY AND VERTICALLY. UTILITIES. BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. 440 6 K LL STR T GT 597.38 TP 598.15 599.30 j • GT 598.80 SIDEWALK c�9N i TP 597.83'� ''' IMPORTANT; ! 96 �� j• 596 597--5,, CONTOURS REPRESENT FINISHED GRADES. ALL \ 597 ~ 59 5 AP 598 /8" IRF ./CAP "RPLS1890" c I PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS). 3 �z3o W a _ ---------.._.._.._.._.._.._.._. _.5� .._.._.._ ._ _.._.._.._ _.._.._.._.._.._ c"" 89°59'26''W 197_27' p TC 598.50 TC 598.80 °°'I z��> / ------ - - - - - -- --S � GT 598.00 GT 598.30 > J W W -Z / / I = ASPH. Z Vi 00 z i LO 4, BLOCK 1 5' UTILITY EASEMENT i MESCO ADDITION "� a Z? o a W 00 a CAB. / P.R.T.C.T. it VOL. A, PG 3620 A, PG. 3620 - +1 cn w W 4 z %d' o a z P.R.T.C.T. J W I-zM0 � zww J � r 2 / / SSMHIn RIM ELEV=600.32' O aQ LL_ o z o FL / S(IN)=586.32' GENERAL NOTES (Mw FL SW(IN)=594.32' o Q' FL N(OUT)=586.22' °D w Y 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, CLEARING AND REMOVAL /I OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES ; N L� - / THAT MAY CONFLICT WITH PROPOSED LAYOUT. m a Y / 2. THE TOP FOUR (4") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND cn z W / STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H:1V ORuj z x / FLATTER UNLESS OTHERWISE NOTED. o 0 0 o u 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO / THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT / LIMITED TO, TRENCH BACKFILL, SIDE SLOPES, FENCES, IRRIGATION SYSTEMS, CULVERT / PIPES. DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADEWAYS, ETC. 4. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT. m / ILIFTS AND MINIMUM,AT COMPACTED O 95" CDENSITY. STANDARD PROCTOR FIELLD DENSITY TESTSSHALLBEPERFORMED BY GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. BENCHMARKS 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A MINIMUM OF 1% SLOPE AROUND BUILDING PAD. 1. PRIMARY BENCHMARK: CITY OF SOUTHLAKE SURVEY MARKER 46 ON NORTHSIDE OF E. CONTINENTAL BOULEVARD, EAST OF S. CARROLL AVE. 6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND LAYOUT. ELEVATION - 603.08' 2. PROJECT BENCHMARK: "X" SET IN HEADWALL, •/- 70' OF NORTHWEST CORNER 7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. OF PROPERTY. ELEVATION - 612.91' 8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. 9. PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY STANDARDS. o ROUGH GRADING SHALL BE WITHIN 0.1 FT + OR - OF FINISHED GRADES SHOWN. 0 UNDER PAVEMENT AND/OR BUILDING FINISHED FLOORS. FINISHED GRADES SHALL 10. TOPOGRAPHICAL SURVEY INFORMATION OBTAINED FROM SPRY SURVEYORS. BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ADA ACCESSIBILITY TO ALL DOORWAYS. ETC. IF ANY 11. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED a GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/ADA ACCESSIBILITY z GUIDELINES. THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY. IN WRITING. IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED TO THE ENGINEER FOR RECONCILIATION. WITH CONSTRUCTION ACTIVITIES. SHEET CASE N0. ZA17-065 C1.02 \999-184 Grade Plan.dgn 9/11/2017 9:43:14 AM \999-184 PAVEDETAILS.dgn 9/11/2017 9:43:42 AM o� THESE DETAILS TO BE USED ON PRIVATE PROPERTY ONLY Q CURB RAMPS NOT IN THE PUBLIC RIGHT-OF-WAY: DOOR LEAF + 4' F I0 PROVIDE TRUNCATED DOME CONCRETE ALL CURB RAMPS THAT ARE CONSTRUCTED, RENOVATED, MODIFIED, OR ALTERED, BUT ARE NOT PAVERS (2% MAX SLOPE) IN THE PUBLIC ROW MUST COMPLY WITH 2012 TAS AND ANY CURB RAMPS PROVIDED SHALL BE 3 Zo p p � °' IN COMPLIANCE WITH 2012 TAS SECTION 406. PATH OF TRAVEL St 6' 5' 6' _ = MAX SLOPE _ 21/4" = w x N SLOPE O O SLOPE —� NO INSTALL A.O.A. PARKING SPACE SIGNAGE PER T.A.S. - z 12 1 MAX. 12 1 MAX. TOP OF C URB 4" SOLID WHITE CONSTRUCT TYPICAL Q v x w ODOR A.D.A. RAMPS AS (EACH A.D.A. SPACE) STRIPE (TYP.) � �clif Z z z o SIDEWALK (TYPICAL) FL OF GUTTER DETAILED O z � w o 0 z 00 � N �— �— n 1:50 1:20 /� PATH OF V z #3 DOWEL BAR 12" MAX. SLOPE MAX. SLOPE \� TRAVEL # 3 DOWEL LONG BAR 12" LONG @ 1 2" O.C. @ 12" O.C. ° I z H CURB TAPERS CURB TAPERS 6" TO 0" 6" TO 0" (CONCRETE CURB & GUTTER) IF PARKING SPACE IS 20 FEET LONG, INSTALL 60 5 a 6 6' 5' CONCRETE CURB STOPS -1/4' AS DETAILED. SEE PLAN -21/4" 00 ELEVATION VIEW FOR SPACE DEPTH VAN CAR CAR CAR PLAN VIEW A. D A. RAMP DETAIL N T. S. 1:20 ID . N T S . 9' 9' 9' 9' 9' S' 9' 9' �. MAX. SLOPE PATH OF TRAVEL . . . N.T.S. NOTE: GRADES SHOWN RELATIVE TO FINISHED FLOOR. TYPICAL A.D.A. RAMP, TYPICAL GRADING AT SIDEWALK AND PARKING STRIPING DETAIL PEDESTRIAN DOOR co Q DIMENSIONS AS APPLICABLE TO SITE PLAN 1" DEEP FINAL SEALANT TO BE SCALE: N.T.S. � OIX NEUTRAL COLORED ELASTOMERIC SEALANT (SONNEBORN URETHANE N.T.S. 1:50 =.24": 12" 1:20 =.60": 12" 1:10 = 1.2": 12" > J I— U) SEALANT NP -2 OR APPROVED EOUAL) Q I LL._ J VARIES -SEE PLAN 9, 9, J Y < 4" THICK CONCRETE WILL BE 3.000 PSI @ 28 DA �— J � W COMPACTED #3 BARS @ 18" C.C.E.W. F.F. VARIES - SEE PLAN J O� 0 NATIVE MATERIAL PROVIDE TRUNCATED DOME 2/ MAX SLOPE CONCRETE PAVERS PER Y 0 0 '. .. DETAIL THIS SHEET 0 Z 12 \/\\, \\/// • / /\//\// •. \ \ \ 18' MAXIMUM 1:50 CROSS SLOPE Z Z \ Q \\ \\ • • •' ///% CONTINUOUS SEALANT AONG IDING OVER HANDICAP SIGNMAXIMUM 1:12 SLOPE O\ \// \\,//// ."•.::••..•`;, ;...:: r. \///\\\// \ \\`\\///%\\///\\\////\\\///\\ \///\ \\///\\ \/i/\ \\///\\ ///\ \\/\//\ \ \///\ \\///\\ OR RED WOOD EXPANSION1"X4"/ THICK PREMDLDED Q � ' :". JOINT MATERIAL URB 6" 12" 12 : ARCHITECTURAL PLANS 4" SOLID ~ U �.',,.' FOR TYPICAL GRADE BEAM/ SLAB 18' WHITE STRIPE •::=' . ` AND BRICK LEDGE DETAILS (TYP.) /% �• "• (THIS SECTION NOT TYPICAL) MAXI M 1:50 CROSS SLOPE PRECAST CONC. WHEEL SUBGRADE TO BE SCARIFIED AND MECHANICALLY ,\\ \\/ RECOMPACTED TO A MINIMUM DENSITY OF 95% // //////// STOP, 6'-0"X10"X6" / /\ STANDARD PROCTOR\�\\i\\\i\\\i��\�� � 12" LONG X '/2" TYPICAL PARKING a• . STL. RODS, 2 PER TYP I CAL SIDEWALK ADJACENT TO BUILDING STRIPING DETAIL 9' 9' 9' :. STOP • N.T.S. N.T.S. :O s • • •. d ♦ STRIPE AS PER T.A.S. j ° ' '. '0 W W s 3 o CONC. WHEEL STOP Z ZS=V1 TYPICAL HANDICAP PARKING SPACE Z o z a FRONT OF BUILDING N. T. S. Q N o Nr" r" W o a ,�, oo a Lu W 4 Z VERTICAL SAW CUT HOT POURED RUBBER JOINT Jw LJJ Q� cl� �zt= z W w z a m 1/2" 1/8" TO 3/16" WIDE SEALING COMPOUND POURED RUBBER JOINT O LL_ ~ OOOL, W o Z -% :� /—HOT SAWED GROOVEW SEALING COMPOUND 1" MIN. o z a w zd g W = uj SECOND POUR \ FIRST POUR N \ - ° . s oa m w v ° 0 ° °° ° o a v ° ° v ° 4 Ql U li Y a 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL � _ cn U #3 BARS ON 18" LAP BARS 30 DIA & TIE CTRS. BOTH WAYS # 3 BARS ON 18" 6 HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.0 28 DAYS AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. o CTRS. BOTH WAYS REINFORCING OF SIDEWALK SHALL BE MIN. 13 BARS 0 18" �_ Z x SEE NOTE ( ) —III—_ CENTERS EACH WAY. �++ 3 '� (SEE NOTE) 2.0% MAX. CROSS SLOPE III—III m �- of Q W I1= ;III I o 0 o u CONSTRUCTION JO NT SAWED CONTRACTION JO NT .e,.• 4�••• •`��'• • " •4 N.T.S. N.T.S.• ., . . W A... NOTE: 6" THICK COMPACTED3/4" PRE -MOLDED EXPANSION JOINT MATERI SUBGRADE TO MIN. 95% 1" DEEP FINAL SEALANT TO BE NEUTRAL ALTERNATE REINFORCEMENT STANDARD PROCTOR COLORED ELASTOMERIC (SONNEBORN URETHANE SEALANT SEALANT NP -2 m #4 B ARS ON 24" C TRS. OR APPROVED EOUAL) 24" #6 SMOOTH DOWEL BOTH WAYS. 16" DOWEL COATING TYPICAL SIDEWALK SECTION — ADJACENT TO CURB — WIDTH VARIES N.T.S. #3 BARS ON 18" SAWED GROOVE HOT POURED RUBBER JOINT r3/4"± 1 1/4" MIN. CLEARANCE CTRS. BOTH WAYS 1/2" WIDE NOTE: SEALING COMPOUND 1" MIN. (SEE NOTE) HOT POURED RUBBER EXPANSION JOINTS AT ANY DIRECTION CHANGE AND 40' MAXIMUM ON STRAIGHT RUNS. JOINTS TO BE PORTLAND \ 11" 2" MIN TRANSLUCENT JOINT SEALING COMPOUND DOWEL SLEEVE CONSTRUCTED IN ACCORDANCE WITH DETAILS THIS 6" TYP SHEET. SIDEWALK WILL BE SCORED OF FLAGGED AT 4" CEMENT CONCRETE SIDEWALK. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 0 28 DAYS AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. ~ (CLOSED END TO FIT DOWEL & \ T 4 6'INTERVALS OR IN ACCORDANCE WITH APPLICABLE STANDARDS OF THE CITY. REINFORCING OF SIDEWALK SHALL BE MIN. •3 BARS 0 18" CENTERS EACH WAY. BE SECURED) TO BE INSTALLED - _ _ —III— — III—III= v ° o ° o o ° 2' C -C . III Ir I I—III=I 2.01 MAX. CROSS SLOPE 4 -I-' — I I= I I I—I I lEE °° o °° o •'• a .. ,: a':•••• •' a •.:�• ^•: •' I I I 11-I I I-II I I- REDWOOD EXPANSION DOWEL SUPPORT SHALL BE OF A a o ° o o ° — ' JOINT FILLER METHOD APPROVED BY ENGINEER z 0 EXPANSION JOINT KEYWAY JOINT (SPACED 200 FT. MAXIMUM; LOC ATE AT (FOR PAVEMENT THICKNESS > 6") TYPICAL SIDEWALK SECTION — WIDTH VAR 6" THICK COMPACTED � STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. N.T.S. STANDARD PROCTORS/ N.T.S. C51 z SHEET Cl. 03A CASE N0. ZA17-065 \999-184 PAVEDETAILS.dgn 9/11/2017 9:43:42 AM \999-184 General Notes.dgn 9/11/2017 9:42:34 AM GRADING GENERAL NOTES WATER IMPROVEMENT NOTES EROSION CONTROL GENERAL NOTES O� 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, CLEARING AND REMOVAL 1. ALL 1" AND 2" WATER METERS WILL BE INSTALLED BY C1 TY PERSONNEL. O z 1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION � 00 OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF SIDEWALK 1F WALK INTENDED. DISCHARGE ELIMINATION SYSTEM (TPpES) PERMIT ISSUED BY THE TCEQ AS Z � o `�° THAT MAY CONFLICT WITH PROPOSED LAYOUT. DEFINED IN TPDES GENERAL PERMIT NO. TXR150000. A 10 ] 2. THE TOP FOUR (41") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR -18 D a z 00 0 STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H:1V OR MINIMUM, WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH �� NCTCOG STD. SPECS. WATER MAINS TO HAVE A MINIMUM OF 42 COVER TO THE TOP OF 2. FOR SITES OF 5 ACRES OR GREATER A TPDES NOTICE OF INTENT (NOI) FORM MUST BE SUBMITTED TO THE TCEQ AT LEAST TWO (2) DAYS PRIOR TO o ao FLATTER UNLESS OTHERWISE NOTED. 00 N PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAINLESS STEEL COMMENCING WORK. FOR SITES GREATER THAN ONE (1) ACRES BUT LESS ] z "' z TUBE LINERS. THAN FIVE (5) ACRES. A TCEQ CONSTRUCTION SITE NOTICE MUST BE COMPLETED. a 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED 1N SAND AND BACKFILL SHALL BE PRIOR TO SUBMITTAL OF THE NOI OR SITE NOTICE. THE SIGNED AND COMPLETED ��VII Z a `� x T . TRENCH A KF SLOPES. FENCES. Y T M V RT LIMITED 0BACKFILL, ILL SIDE SLO ES E CES S S E S CUL E SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE INCLUDING SWPPP MUST BE MAINTAINED AT THE JOB SITE AT ALL TIMES. W 00 PIPES. DRAINAGE DITCHES. DRIVEWAYS, PRIVATE YARDS, ROADWAYS, ETC. SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. Q O 0 W z 0 00 4. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT.A 3. EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER 0 1104 5. WATER SERVICES SHOULD BE LOCATED 10' UPSTREAM OF THE SANITARY SEWER SERVICES. POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR „ AT MINIMUM. SELECT FILL SHALL BE PLACED IN 6 LIFTS AND COMPACTED TO 95 EACH LOCATION 1S TO BE STAMPED ON THE CURB WITH 2" HIGH LETTER "W". WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN z w STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY (SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID a GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL�� 6. ALL SERVICES TO THE METER TO BE MINIMUM 1 SDR -9 CLASS 200 POLYETHYLENE. SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE A a BE BORNE BY THE CONTRACTOR. STORM WATER POLLUTION PREVENTION PLAN. 7. WATER METER BOXES WILL BE FURNISHED AND INSTALLED AFTER PAVING ACTIVITIES HAVE 00 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A BEEN COMPLETED. 4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES MINIMUM OF 1% SLOPE AROUND BUILDING PAD. SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO 8. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL 6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND LAYOUT. TESTED. MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES ARE NECESSARY AND AS DIRECTED BY THE CITY. (NO SPECIAL PAY) 7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. 9. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND BOX. HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME COAT ONLY. HYDRANTS 5. AT A MINIMUM. PERIMETER CONTROLS SUCH AS SILT FENCE 8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. WILL BE PAINTED BY THE CITY. SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION, GRADING, 9. ANY PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF SOUTHLAKE STANDARDS. 10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR C) GRADE BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE w 10. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED CONCRETE BLOCK OUT PER DETAIL ON SHEET. OFF-SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. X IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED � 11 0 WITH CONSTRUCTION ACTIVITIES. 11. FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" X 5" STORZ ADAPTER CONNECTION WITH 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT 0 BUTTERFLY VANES. PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED j Q OR POORLY MAINTAINED EROSION CONTROL MEASURES. I L1J 12. WHEN A WATER LINE 1S BORED. THE CASING SHALL BE CAPPED AND VALVES ADDED ON J J Q EITHER SIDE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND J � Q Ir OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF Q J PAVING GENERAL NOTES 13. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE EROSION CONTROL MEASURES. m r = w z 14. FOR VALVES INSTALLED 4' AND DEEPER, EXTENSION WITH CENTER RING 2' OR LESS IS 0 z0 W 1. ALL CONCRETE SHALL BE 3.500 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE REQUIRED. 8. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED 0 TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED. SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES U) SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE A DEPTH OF SIX ( 6 ) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE Z Z OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. MEASURES. = 0 2. SUBGRADE SHALL EXTEND FOR A MINIMUM OF 1'-0" BEYOND LIMITS OF CURB LINES OR SANITARY SEWER IMPROVEMENT N0TES 9. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF Q w EDGES OF PAVEMENT (AS APPLICABLE). EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER O 0 1. SANITARY SEWER PVC PIPE SHALL BE SDR 35 IF DEPTH OF LINE IS 10' OR LESS AND TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION 3. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN (15') FOOT CENTERS WITHIN 24 SDR 26 IF DEPTH OF LINE IS GREATER THAN 10'. CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH C) HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS 1 1 . OR BETTER. MATERIAL AS THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE DEFINED IN ASTM D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE 4. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. I NTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. SAW JOINTS SHALL EXTEND THROUGH THE CURB. INCLUDING SERVICES UNDER PUBLIC PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM 5. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. 3. AFTER COMPLETION OF ALL TESTING (I.E. MANDREL & AIR) CONTRACTOR SHALL PERFORM A DRAIN INLETS AS SPECIFIED. WHERE INLETS ARE BEING REMOVED OR TELEVISION INSPECTION AND PROVIDE DVD WITH FLOW TO THE PUBLIC WORKS DEPT. INSTALLED. THE CONTRACTOR SHALL PREVENT MATERIAL FROM ENTERING 6. ALL PARKING LOT PAVING SHALL BE 5" THICK REINFORCED CONCRETE W/ # 3 BARS DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. THE STORM DRAIN SYSTEM. AT 18" CTRS. ON SUBGRADE COMPACTED AND STABILIZED PER GEOTECHNICAL REPORT. TRAFFIC LANES TO BE 6" THICK. 4. A 2" HIGH LETTER "S" SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE 11. ALL OFF-SITE STOCKPILES SOILS WILL BE SURROUNDED BY SILT FENCE. SEWER SERVICES. THE SERVICE SHOULD BE LOCATED IN THE CENTER OF EACH LOT. SEDIMENT CONTROL SWALE. OR EQUIVALENT MEASURE. AS APPROVED BY ' 0 3 z o 7. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS. ENGINEER, TO PROPERLY CONTROL SEDIMENT RUNOFF. z = H 5. ONE JOINT OF 150 -PSI PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED J 8. CONTRACTOR SHALL PAINT 8 STRIPE ALL PARKING AS SHOWN. CONTRACTOR WATER PIPE CROSSINGS. 12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION 0 0 W 00 z SHALL ALSO PROVIDE CONCRETE RAMPS. SIGNS, AND CURB STOPS AS SHOWN. ACT 1 V 1 TY 1 S TEMPORARILY QR PERMANENTL Y CEASED FOR MORE THAN z z a W 00 a 6. CONTRACTOR TO PLACE A 314' PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES 14 DAYS. - w w o � o nz 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. BEFORE PAVING CONTRACTOR BEGINS WORK. - � aoaD Z 13. ALL AREAS DISTURBED AND NOT COVERED BY THE LANDSCAPE PLAN SHALL W Ofw-� w wr z z � o O � 10. ALL SIDEWALKS SHALL BE CONSTRUCTED PER CITY STANDARDS. 7. RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE BE SEEDED WITH A MINIMUM OF 70% COVER ESTABLISHED PRIOR TO ACCEPTANCE 01-1u ww z a m CONSTRUCTED 18" BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED OF THE PROJECT. a_ O 0 0 o W 1 1 . ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A LL_ c z L; a CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON TYPICAL CONCRETE BLOCK-OUT CONSTRUCTED PER STANDARD DETAIL. W o z a UNIFORM TRAFFIC CONTROL DEVICES. _ m a w 8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. Y OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE c r- _ STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS °r 0 o - _ LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F.. A MINIMUM OF 2 TESTS N. PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF ALL L; u RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING °' o CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED x ALL TRENCH WORK. z STORM DRAINAGE IMPROVEMENT NOTES o 0 0 u 9. ALL MANHOLES SHALL BE VACUUMED TESTED AFTER FINAL GRADE ADJUSTMENTS. 1. ALL STORM SEWER AND CULVERT PIPE AND FITTINGS SHALL BE ASTM C76, CLASS 111 10. ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. uj a REINFORCED CONCRETE PIPE (RCP). INSTALLED WITH COMPRESSIVE TYPE JOINTS. 11. CLEAN -OUTS TO BE PROVIDED ON ALL SERVICES AND LOCATED AT THE PROPERTY/ROW LINE. 2. AFTER COMPLETION OF ALL STORM SEWER INSTALLATION, THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE A DVD TO THE PUBLIC WORKS DEPARTMENT. m 3. INSTALL A BENCHMARK ON A DRAINAGE STRUCTURE WITHIN OR NEAR THE SITE. A LETTER INCLUDING THE LOCATION AND ELEVATION OF THE BENCHMARK MUST BE SUBMITTED TO PUBLIC WORKS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 4. STORM SEWER PIPES LARGER THAN 36" MUST BE WIPED WITH NON -SHRINK GROUT AFTER INSPECTION AND APPROVAL. z 0 I w 0 z SHEET CASE N0. ZA17-065 C1.00 \999-184 General Notes.dgn 9/11/2017 9:42:34 AM