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21-S-12- Lockaway Storage- 200 FM 3009 Specific Use Permit to allow Mini-Warehouse, Public StorageSection 1. A Specific Use Permit for 200 FM 3009, more particularly described in the attached Exhibit A, is hereby approved to allow a Mini- Warehouse /Public Storage land use conditioned upon the following occurring: a) A building permit is approved within one year ♦ the adoption of this ordinance; and ♦ The use begins operation within two years of the issuance of the necessary building permit(s). Section 2. The recitals contained in the preamble hereof are hereby found to be true, and IakKh.a*W& I the judgment and findings of the Council. Section 5. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Ordinance, was given, all as required by Chapter 5 5 1, as amended, Texas Government Code. Section 7. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 8. This Ordinance shall be cumulative of all other ordinances of the City of Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby repealed. Approved on first reading the 6th day of April, 2021. PASSED, APPROVED AND ADOPTED on final reading the th day of April, 2021. v-1 RaIW utieri �A-' Mayor FA DMcDon McCrary & Associates. Inc. Engineers and Surveyors METES & BOUNDS DESCRIPTION OF A 24.737 ACRES OF LAND SANDERS SUBDIVISION BEING 24.737 ACRES OF LAND, MORE OR LESS, OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING 7.043 ACRES OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND 17.694 ACRES OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING at a found %2" iron pin being the southwest corner of this tract herein described in the east right -of -way of F.M. 3009 (ROW 100') recorded in Volume 399, Page 463 of the Official Public Records of Guadalupe County, Texas and north right- of-way of the Union Pacific Railroad recorded in Volume N, Page 704 of the Official Public Records of Guadalupe County, Texas; THENCE along and with the cast right- of-way of said F.M. 3009 N30 °26'54 "W, a distance of 447.21 feet to a set 1/2" iron pin with cap stamped "DMC 3403" being the northwest corner of this tract herein described: "THENCE N62 003'18 "E into said 32.881 acre tract, a distance of 41.48 feet to a set' /2" iron pin with cap stamped "DMC 3403" for a point: of eurvatmc to the right; THENCE 101.32 feet continuing across said 32.881 acre tract along the are of said curve to the right, having a radius of 129.00 feet a central angle of 45 °00'00 ", whose chord bears N84'33'1 8"E, a distance of 98.73 feet to a set 1/2" iron pill with cap stamped "DMC 3403 "" THENCE S72 05642 "E continuing across said 32.881 acre tract, a distance of 13.99 feet to a set /2" iron pin with cap stamped "DMC 3403" for a point of curvature to the left THENCE 83.15 feet continuing across said 32.881 acre tract along the are of said curve to the l e f t , having a radius of 180.00 feet a central angle of 26'28'06", whose chord bears S86'11 0'45"E, a distance of 82.42 feet to a set' % " iron pin with cap stamped "DMC 3403 "; THENCE N80 035'7 2 "E continuing across said 32.881 acre tract, a distance of 555.86 feet to a set /2" iron pin with cap stamped `DMC 3403" for an angle point; Sheet -I of 323 Breesport St. San Antonio, Texas 78216 -2602 Phone (210) 349 -2651 Fax (210) 349 -2653 Don McCrary & Associates. Inc. Engineers and Surveyors THENCE N84 °13'17 "13 continuing across said 32.881 acre tract, a distance of 709.17 feet to a set J2" iron pin with cap stamped "DMC 3403" for an angle point; TT IENCE N05 046'43 "W continuing across said 32.881 acre tract, a distance of 344.63 feet to a set'' /a" iron pin with cap stamped "DMC 3403" on the southern line of a 61.222 acre tract described in deed No. 2017-023900 of the Official Public Records of Guadalupe County, Texas for an angle point; THENCE S86029'21 "F along the common line of said 61.222 acre tract and the tract herein described, a distance of 131.91 feet to a set '/2" iron pin with cap stamped "DMC 3403" for the northwest corner of a 2.705 acre tract described in Volume 1881, Page 512 of the Official Public Records of Guadalupe County, Texas; THENCE S07 051'26 "W along the common lime of said 2.705 acre tract and the tract herein described, a distance of 38.49 reetto a set' /" iron pin with cap stamped "DMC 3403" for an interior corner of this tract herein described; THENCE S86 056'45 "E continuing along said common line, a distance of 221.47 feet to aset ' /Z" iron pin with cap stamped "DMC 3403" for all angle point; THENCE S57 °3 7'42 "E continuing along said common line, a distance of 287.76 feet to a set 1/2" iron pin with cap stamped "DMC 3403" for an angle point; T[ IENCE S24 015'37 "E continuing along said common line, adistance of 254.79 feet to a set'' /z" iron pin with cap stamped "DMC 3403" for an interior corner of this tract herein described; TT IENCE N61029'0 1 "E continuing along said common line, a distance of 252.42 feet to a set' /" iron pin with cap stamped "DMC 3403" oil the southwestern line of a 28.167 acre tract described in Volume 1816, Page 660 of the Official Public Records of Guadalupe County, Texas for an angle point; THENCE, S31 040'57 "E along the common line of said 28.167 Nacre tract and the tract herein described, a distance of 384.89 feet to a set' /" iron pin with cap stamped "DMC 3403" on the aforementioned Union Pacific Railroad right -of -way for the southeast corner of this tract herein described; TI IENCE S84013'1 TV along said Union Pacific Railroad right- of-way (ROW 100') and the southern line of the tract herein described, adistnce of 401.85 feet a found '/" iron pin with cap stamped "DMC 3403 ", and passing at a distance of 1199.62 feet a found '' /" iron pin with cap stamped "BLS 2024 ", and passing at a distance of 385.00 feet a found V2" iron pin fora total distance of 1986.47 feet to a point of curvature to the left; THENCE 370.45 feet continuing along said Union Pacific Railroad right- of-way along the are of said curve to the left, having a radius oi'3816.77 feet, a central angle oi'05 °33 °40, whose chord bears S80 °58'50 "W, a distance ol'370.30 feet to the POINT OP BEGINNING and containing 24.737 acres of land more or less in the City of Schertz, Guadalupe County, Texas. P:Adwgs \12060 \design \plat packageV'15.68 ac metes and bounds 03- 07- 2014.doc Sheet 2 of 2 323 Breesport St. San Antonio, Texas 78216 -2602 Phone (210) 349 -2651 t Don McCrary .,. 3403 ;,, , --RPZ A '0117 tq 3 -o h 0] S X W h Ld W IL W N Z) U i� U W W E a CL U �U N a N Z 0 Q U J �Q U �'D 0 o� N �3 i a� o; 00 N Q If of a) o� NOTES 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240 & 220, DATED November 2, 2007 , IS LOCATED IN ZONES AE & X AND IS WITHIN THE 100 -YEAR FLOODPLAIN. ACREAGE TRACT 1 7.04 TRACT 2 7.55 TRACT 3 10.14 ALL COMBINED 24.737 EXISTING ZONING GB GB2 GB – PROPOSED ZONING GB2 (SUP) GB2 (SUP) GB2 (SUP) GB2 (SUP) Curve # C1 C2 C3 LENGTH 101.32' 83.15' 370.45' RADIUS 129.00' 180.00' 3816.77' Curve TANGENT 53.43' 42.33' 185.37' Table DELTA 45 °00'00" 26 °28'06" 5°33'40" CHORD 98.73' 82.42' 370.30' CHORD BEARING N84 °33'1 8 "E S86 °10'45 "E S80 °58'50 "W LINE TABLE LINE LENGTH DIRECTION L1 41.48' N62'03'1 8"E L2 13.99' S72 °56'42 "E L3 131.91' S86 °29'21 "E L4 38.49' S7 °51'26 "W L5 221.47' S86 °56'45 "E L6 172.06' S5 °46'43 "E L7 139.31' S5 °46'43 "E L8 97.77' S47 °57'28 "E L9 41.96' S5 °46'43 "E L10 1 49.00' 1 1\184° 13'1 7"E 100 0 100 200 Scale: 1" =100' T Irl !'i T:T X T T-% PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY E— E— E— E— E— E— E— E— E— E —E —E– EXISTING RAILROAD TRACKS EXISTING EASEMENT O FOUND 1/2" IRON ROD • SET IRON ROD WITH YELLOW CAP LOCATION ENGINEERS & SURVEYORS 323 BREESPORT SAN ANTONlo, TEXAS 78216 -2602 (210)349 -2651 RECORD OWNERS /DEVELOPERS: 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949 - 275 -1955 949 - 275 -1955 LOCKAWAY STORAGE zw ROY RICHARDS DRIVE S USE PERMIT EXHIBIT BEING 24.737 ACRES OF LAND, MORE OR LESS, OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING COMPRISED OF 9.09 ACRES AS DESCRIBED IN DOCUMENT NUMBER 2016006534 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND LOT 1 BLOCK 1 OF THE SANDERS SUBDIVISION REPLAT AS RECORDED IN VOLUME 8, PAGE 205 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. PREPARED ON: December 17, 2020 PROD. NO. 19026 SHEET 1 OF 1 r� 3 Fes• !D 2 w Z 4 u U Vf E� N D OBI �V) N 0 i Q U 0 ;V a i o� a +7 U n 2 a o� NOTES 1. THE SUBJECT PROPERTY IS CURRENTLY ZONED GB AND IS 24.74 ACRES. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240 & 220 , DATED November 2, 2007, 1S LOCATED IN ZONE(S) AE & X AND IS WITHIN THE I00 -YEAR FLOODPLAIN, 3. ELEVATION CERTIFICATES WILL NEED TO BE PROVIDED FOR STORAGE FACILI'T'Y BUILDINGS ONCE BUILT" T-O SHOW THE FINISHED FLOOR ELEVATION IS AT LEAST F ABOVE BASE FLOOD ELEVATION (BFE). FNO LAND USE: PLATTED/VACANT ZONED: GENERAL BUSINESS SUBDIVISION NAME: SCHERTZ 3009 #2 OWNER NAME: FERRERA ALDO J PROPERTY ID: 139973 3410 SADDLE POINT ST SAN ANTONIO, 1x178259 .VOL, 7, PG, 638 LAND USE: PLATtED/VACANT ZONED: GENERAL BUSINESS, SUBDIVISION NAME: SCHERTZ 3009 #2 OWNER NAME: FERREIRA ALDO J PROPERTY ID: 139974 3410 SADDLE POINT ST SAN ANTONIO, TX 78259 � VOL 7, PG. sag Curve Table Curve # Length Radius Delta Tangent Chord Chard Bearing C1 101.32' 129.00' 45'00'00" 53.43' 98.73' N84!33'1 8"E C2 83.15' 180.00' 26'28'06" 42.33' 82.42' 586'10'45 "E C3 370,45' 3816.77' 5'33'40" 185.37' 370.30' S80'58'50 "W Line Table Line # Length Direction L1 41.48' N62'03'1 8 "E L2 13.99' S7256'42 "E L3 131.91' 586'29'21 "E L4 38.49' S7'51'26 'W L5 221.47' 586'56'45 "E L6 172.06' S5'46'43 "E L7 273.94' N84'13'17 "E L8 139.3.1' S5'46'43 "E L9 306.33' N82'30'11 "E L10 97.77' S4 *57'28"E L11 41.96' S5'46'43 "E LAND USE: UNDEVELOPED ZONED: GENERAL BUSINESS SUBDIVISION NAME: NOT APPLICABLE OWNER NAME: HENRY Y. AND ROSIE GUTIERREZ PROPERTY ID: 67561 C/O HENRY M. GUTIERREZ JR. P.O. BOX 247 SCHERTZ, TX 78154 VOL. 653, PG. 801 o SITE DATA SUMMARY TABLE ZONING: GB (CURRENTLY) -- G132 (PROPOSED) PROPOSED USE: MINI STORAGE LOT AREA: 1,077,551 S.F. (24.737 AC.) SQUARE FOOTAGE IMPERVIOUS COVER: 852,614 S.F. IMPERVIOUS COVER PERCENTAGE: 79.1% BUILDING AREA (GROSS SQUARE FOOTAGE): 81,079 S.F. TOTAL STORAGE AREA: 80,764 S.F. OFFICE AREA: 315 S.F. BUILDING HEIGHT FEET: 15.17' NUMBER OF STORIES: 1 FLOOR AREA RATIO: 1:6.67 TOTAL PARKING* (REQUIRED /PROVIDED): 28/28 HANDICAP SPACES (REQUIRED /PROVIDED): 2/2 *PARKING CALCULATIONS: 1 SPACE /3000 SF OF STORAGE AREA = 27 1 SPACE /300 SF OF OFFICE FLOOR AREA = 1 680 LAND USE: UNDEVELOPED ZONED: GENERAL BUSINESS SUBDIVISION NAME: NOT APPLICABLE OWNER NAME: HENRY Y. AND ROSF- GUTIERREZ PROPERTY ID'- 67561, C/O HENRY M. ,GUTIERRE5 JR. P.O. BOX ?ti47 SCHERTZ, i7C 78th VOL 653, hG. 80� ligD S 84'23138" W 1 379.88' FIND 1/2 -. FND 1/2+ IRON ROD- -- -� —� --_. — IRDN ROD 1-----W" CAP -BLS 2024 1 —_ rr - - - -` --- - - - - -- — — — — — — — — --- — ------------------- - - - - -- - -- __. 1 N N 80'3622 E r� N , 1 2D' UTILNY EASEMENT l _ 5'L. 7. PG. 366 Wd 25' INGRESS /EGRESS EASEMENT 1 l T� -_Y__- ! 25' INGRESS /EGRESS EASEMENT 1 VOL 7, PG. 166 \ 7_7"n, 100-YR FLOODPLAN ` 1 1 50' BUILDING SETBACK LINE , 1 \I VOL 7, PG. 166 VOL. 8, PG. 205 1 \ 1 LAND USE: VACANT COMMERICAL LOT \\ \ SUBDIVISION NAME: SANDERS BUSINESS SUBDIVISION \� \\ 37' OWNER NAME: A -OK MINI AND RV STORAGE PROPERTY ID: 124223 �- - - - - -� {� \5 P.O. BOX 9 ! r LAND USE: UNDEVELOPED lm SCHERTZ, TX 78154 1 ZONED: GENERAL BUSINESS r3 . < \ VOL. 1968, PG. 700 1D' GVEC ELECTRIC EASEMENT A ��� - -. SUBDIVISION NAME: SANDERS SUBDIVISION OWNER \ 1 OWNER NAME: A -OK MINI AND RV STORAGE z, . ,z„ y\ 1VSO'L6 . P. 801 INGRESS/EGRESS EASEMENT PROPERTY ID: 67452 f7 " K 3 :1 20' SCENIC AND €TILmr EASEMENT 1 , 200 F.M. 3009 §7 xM) VOL 7, PG. tss \ �, SCHERTZ. TX 78154 Mlv 1 30' WATER LINE EASEMENT Co . r t \ VARIABLE WIDTH INGRESS EGRESS OL 2297, PG. 700 ' / 1 333 VOL, YOL 1618, T'G- 346 ¢ EASEMENT FOR ACCESS TO LOT 2 1 0 w Y V T -I -U' eI `-l107� 13' v ` ° +rte •. 4 aj 47' H SINGLE STORY CLIMATE" CONTROLLED STORAGE BUILDING LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY EXISTING BUILDING EXISTING WATER LINE EXISTING PARKING STRIPE EXISTING RAILROAD TRACKS EXISTING EASEMENT FOUND 1/2" IRON ROD SET IRON ROD WITH YELLOW CAP BUILDING WATER LINE WATER LINE EASEMENT GVEC ELECTRIC EASEMENT FIRE LANE PROPOSED CHAIN LINK FENCE PARKING STRIPE EDGE OF CONCRETE LANDSCAPE AREA PROTECTED TREE 100 -YR FLCGDPLAN r7 d N LAND USE: UNDEVELOPED 4 ♦ ♦2F ZONED; GENERAL BUSINESS K,12 . > >y�,Mb 3; F;, 1 .C1 VOL 8, PG. 205 20' UTIUTY EASEMENT Z • i ?AV ♦ 'i SUBDIVISION NAME: NOT APPLICABLE VOL 7. PG- 166 1 L1 1 r 20' WATER LINE EASEMENT B 1 f ♦ ♦♦ 6' \ OW�IEPROPERTYGID I tO595 SCHERTZ VOL , PG. 205 O 2 \ 1 �_ NSO'35' 12 "E 555.86' _ �,M��,�IDUMP RE SINGLE STORY 1400 SCHERTZ PARKWAY { p i CLIMATE CONTROLLED ♦� SCH 1 1 Tx 76154 _' u ia•. h r `� _ �. -- t — ��'l ~�� — —'�^:� _ — N8f X 17" n 1 -7� STORAGE BUILDING 1� VOL.�t$81, PG. 512 `,. -qi -, 4.20 WATER -LINE EASQAENF .. - 1 `� � 7V�. 1 / _ — \\ a' VOL S. FG. 205 0k y ` -��`` - — — 30' GYEG EiECIRI a �, .,•.. . +.. .. _ .a.., _ ,\ \ , i �--�.1 ,ti - - - -_ -_ 261' 1 110• ^� ...E)USTiNG STORAGE BUILDING FF 695.75 I' i \ \ ` ii yy _ ` . =--=-- -275• --- -- \ a., - -� -- - - -- ':` , EXI5FING RV STORAGE ARIA I I 1 , \ �, R� R26�v R2S' °- ,._..__ .'> �. - ....y."...r,r- *•^- -. - -] `_ sir �+,... °.._- r*•- ..__.. 37• I°"°"_'•'- °..- ..__,_ .:.;.1 ExISTUIG srCRACe BUILDING FF 697.40 sT� �- a - ' • \ zG' WATER LINE EASEMENT a5' \ _ °' •'se• - - -_+ "ate. •���� ,�®��� / /�' / vaLie's2 / I i \ .%i�� ° _ FIRE LANE 2s' 5' N a- . - - - -- '� �- 'Px ^.' � &5 Z 1- -- 1_'a...J..J:._�ia_ - -• ......_..,.:�.,..:..-- ...�... ��I fX35TtNG STORAGE BUILD #CiG FF 693.35 -- -- 7- } .a. . - \�-t- ,; - '7F�` -'r' -f -i- F �5'r f / / ! % / ' �y \ \ \ \ °a_- - °—♦ �- 1 •� �:> •277'. E - - - ! :�° • \ \\ i ` , 1 -� ,� \--,. 1'C1' ` -c -� rte-- _r / r / / 14' ` , ` ` \ -r J �? -r r ♦ RV STO AREA 0 i'r • 1 • •`i -_ _-'F_ r -a-•__ _ - _ -__ __ - ••a .� �; .3C0'. I'. 1 1 0 1 %32: 2 . i'� C i � ��t-- _ fir.. _••_ °__ N1� 1, , ,.2 ,.. a _ a } -^ =�. \ _ ` 4 +_ , \ �,< \\ <\ , , ES, °--- _- -- -_ -° -- 262 LF ---- ---- = =s.- EXISTING STORAGE BUILDING FF Sc7.tD I \ - 1 \ \ R \ \ ��. �• - -- _ 3s• •• °.•____° 6 sIDEWAx zs z7T' - - - -- 1 \ j i . \ \ - FIR °r - °— °-- °— _� a' _ +_ _ s .aT - `� \ \ LANE 25' tS1 EXISTING STORAGE BUIWWG Ff 697.60 .'..,T�.. ' _ - . , \ EXISTING RV STORAGE AREA \ - -------- 4` LAND USE: RETAIL /COMNERGLAL 1 `: 1 Q� . -- - -___ _ -- ____J .4. .. 1 e, r ,'t a / / _ _ ZONED: GENERAL'• BUSINESS' '- 1; -z -- a.- a5' . ~� ,a_ f / / / \ \ + ! __., ,. - ..' .. '? - _ ° ------ ___`-'--_- '_- '3t4'...r »_._..,__mss=-- -z - - -`- / / !' / / / �,/ ,� 1 --� T (DIVISION NAME: SCHERTZ 3009 2 r V ' i' �,' ' / \ \/ 't2'/ / % F / ♦ `''' e+ / ]WNER NAME: SCHERTZ Et LLC `, ,. , - - 1 EXISTING STORAGE BUILDING FF 597.40 I ./ ,r >��-� �- ' }/ r / / /// N ( — PROPERTY ID: 19975 1 4��, s�� a ', � .•�'Lr ExisTir;G STORAGE BUILDING FF 697.60 - - - -� ° °• • °' .�_T'------- ��•�- �- - --' -- 'M . /�' / / /- �' T---7' IrL� r- - � F �"' r r � ' _ I` / / / - - �R•�'E % N 15010 LAKEFAIR'IDR 2F, 300' \ % sl r R25' ° RICHMOND. TX 77- }06 1 s1 KB �, ',, .A'�.. :.� ; �.- _ --- - - -+1. �� /t / / / I /' j 7-�� 7—_ ..r.. r- 1 s + a �+� i �aa •- _.._ -- ------------ 3G' FIRE 1 VOL, 7. PG. 636 I Y> k3 f r _'L Y -�._ ----- - - - - -� 1 •e 1: 1' .. , •a +• . ,g F LANE 25 C e .t N 1 •. -: .: 1d ,. I' :'. i_ _ 91pr..COVE ED PA?IC11.1G+ - - _' f:I IXISTING RV STORAGE AREA ! r %� - _ _ F. 1DD -a I''. - 45' ---- ° - -L -__ °.�_ r k �' ` EXISTING STORAGE BUILDING FF 697.77 I a .. _ . e• \ \\\ \ \ l I r _ __ I; a L. •+r /Yt2g, r '.t' - __ v . - lr, -r,? _ _' 9 .1.. r t 1 \ `\ \ 3 i I \ ♦ Icy STORAGE AREA 14` 0' ��[ •,� " _ 1 50tt-s,+r� :'' • -t. .25•' -,• - 24• \ / FIRE LANE °a-. 1 -- ..,. -_ °- _ A. • _ _ _ .. _ s. _ _ r 1 \: s...�,*r. -4 .. .. ..__�`___"°`_ ..r .1'.' `ter- -g- 7 — -_ -�- 'F ' ' \ r ` 1 \ 1� ` R25' -° - ��,.- LAND USE: COMMERCIAL -, .�� s�_ ,. ♦ -:'1 - 2T1' ° .r` 9' . °� �+ ' �' a `' ' .. � � 7-- �Z � `� -t- � � F ; � � � t � � 1 � •,.J - •_�• ° °.._ - r EXI Z ,.cv. t ENE k 113USINESS 1e} z.. � 1 I l �- � r-� ° � .. _ - i r'.,��j:... ,�. E7CiSTl2G STORAGE BUILDSNO EF 697. #D - - 1 �'-'Y - Z---\ s - -.-.- -� r/ i \ .� - / . F � : I` -�- r- _ IRE one, .....- 3 �. --•� -a .• -► y�3 -r - • --'� \_ � NE r ..,riaTUN NAME: SC.IERTZ 3069; 2 \ �a+:'.:c� � ':�r'..J`"- .� r_y� � p ° � / / / / / F / , 7 -! - /w7- 7- �- - OWNER NAME: CBh' SCHERTZ� -_., \ �.._ =���_ ; °° a. -. '..25'. $ :�� �- R.._Y_ � _ .:1, . "`; - _ __ - .. � / / f / / 1 j � � r � // �.` - � ° °-- _- _r -_'" C ^T �.(ln� -. a i'r �'d y' 8 ^Y- �..�im _.r a q 1 - w,_ -r ° / r / / / -Y / /° �- „'°w '.Jf nc ms-TING ORTVE�YAY APRON °:..,`s, _L - -_ -_ -� _- __�_____ , k• - b _ / / / .. -..s - -- "'R`• ' : a. ' •� E _ _ ., / \ RV SFORAGE b ' - t. - I 1 C FIR - 1 I "" -- - 90' 1 •2$ d °. - -1 ELAN a ' �j - 120D DUDA TRAIL -� •� E $ - OVI DO L 32 5 IXFSTiNG STORAGE BUILDING FF 697.63 , _ r i ` ° 4i_ +. h / i E , F 6 - B SIDkWALK :3 _ ..- �. C ED.. P + ,• "' ° ° t 1 _ -_ ______ -.1 - �_. -_.. ..r- ' 25' •• °•. _ / _ /h.9 'R voL � .� —`- 4�.°_.._���� I;;'�. '•�\ \ \ � \ \ \ `\' \ °.. °- __ - - -_ _ _ _.� _ - ° ° -_ • i r r -� — : •- = _ z "=_ t2` \\ ] __o_ ) b FIRE LA - _/ /t. EXISTING PARKli.G� IRON _,.1i0 1 - + -- — — .� 'z� I.' t t ! _ , r N� RV STORAGE AREA _ __ NE 25' r 4.�'.�:= a �,.' • — -1 — � — — � �-�- �•- ��.�- � �� 2 � � � \• \, � ` � ` - - _ _ ...� - -,� 6' � SE_ TYPICAL PARKING DETAIL /� - . '^� -r `�`( ( c k ) C3 �. � I / - � FND 1/ RON ROD -` , \��'�,,= _T�- � , `s ` \ \ ` �� \ � � � � � °, � / ` � -` , _ - ° W_It D 1 2- ,-i �ti-tr n-" -� �r ` l ` , 1 4uk r. -'x \ i 2D' ELECTRIC EASEMENT IRON R00 pp q z' » ti r^,� , \ RV E AREA _ - - r, r JO VOL 7. PG. 166 SV4' E J 7 �i > WITH CAP -BLS zo2a 100 SO 30' WATER LINE EASEMENT - '.' ,`. — _ -_ '^° I• --- ti;1 150, UNION PACIFICRAILROAD.R.0. `voL 4978, PG. 642 25' SEWER L3NE EASEME�i'VT' ENGINEERS 81 SURVEYORS 323 BREESPORT SAN ANTONIO, TEXAS 78216 -2602 (210)349 -2651 ���E OF•TE�� ROBERT DON McCRARY�"� P 12 *� 34589 � i'•�,G'IS�1'�'gL Q1VAIL��� EXISTING RAlif20A} - IRACH5 - '�^�� _. YOL 1616, -YC. -346 k 11NIO1vPcIF1%� j� r] �j • s+ t s Rsa'k^; §,+� , a, 4c'r :';�Sr ,< _ i..0.j.Y„�° c�'„�4 -:.k'I -`�-• 1 �-f 1' ll✓ll 4„S,a;S'n3 6 -'�• r, 's;,`r",,F Isla *t.F.L,$1- �. �,: �.`u arc. _ • \.� �� n��.� -- ;'� -- - p (' — ----._ — M. X78 - -�_` if RECORD Q_WNERSDEVELOPERS,, 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949 - 275 -1955 949- 275 -1955 - ^e�..< ....2.. S -:.:: - - ... -.... :_;.. .. - .:,:;^ 1 ... � ... :: •'.::r';�Y° '- '�FisY. .;r. -', �- F.- �i:;.::kr. t}a.'�id�a A"- �:':fm.`>7'�- •�xR.f< k. J: "1.,•� ', .:C, ,, », °' 4 S i, :, awl r Ys. LAND USE; UNDEVELOPED ZONED, R -A SUBDIVISION NAME \ NOTAPPU( OWNER NAME: CITY 1 SCHE 1 PROPERTY ID: 110448 1400 SCHERTZ PARKWAY SCHERTZ, TX 76154 O VOL. 1881, PG. 63 100 -YR FLOODPLAIN 2�2 I�2 s r EWER LINE 4978, PG., r 884^13' 7 "W 401.85' - t ��OpD ` \vE0 L N.T.S. CITY FALL n SITE •y o fM7 ♦mini ''., \� �1 2 D: R -A I E: NOT APPLi :Q & YOLA IUD IIID: 67046 NG SPRINGS r TX 78154 6, PG. 660 • I / l / J• Q LAND USE: UNDEV €LOPED / O ZONED: R A SUBD VISION E: NOT PCl BL•E k NAM , CA �1 OWNER NAME: CONNJE�AM�ACK�S P D PROPERTY Ipr 4 t� 1113y9'OTLAND I CONVERSE"TX 9 11 DUSTRUU»- ANUFACTURING � INDV IAL SCHNEIDER lNUU IAL PARK OWNER, NAME: AGE INfV( STRIES PROPERTY ID: 123 j204 SCHNEIDER zCIBOLO, TX 78108 GE ROY RICBARM DPM BEING 24.737 ACRES OF LAND, MORE OR LESS. OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING COMPRISED OF 9.09 ACRES AS DESCRIBED IN DOCUMENT NUMBER 2016006534 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND .LOT 1 BLOCK 1 OF THE SANDERS SUBDIVISION REPLAT AS RECORDED IN VOLUME 8. PAGE 205 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. PREPARED ON: December 31, 2020 PROD. NO. 19026 SHEET 1 OF 1 3 'a tn J s- c'`'a Z a I a N a N U v= O d� �3= a� � o °T N 4 M �i ca C 1/4" X 1/2" SILICON JOINT SEALANT (JOINT MAY BE SAWED OR FORMED)* (C X 1S" DEFORMED BAR (CENTERED) G 16" O.C. 7" HEAVY DUTY . " °• 6" MODIFIED SUBGRADE 5" LIGHT DUTY �. .... :... %-x % CONSTRUCTION JOINT 1/2" X 1/2" SILICON JOINT SEALANT 7" HEAVY DUTY 5" LIGHT DUTY #5 X 18" SMOOTH BAR (CENTERED AND GREASED ON ONE END ONLY) ® 16" D.C. #4 BARS 0 16" O.C.B.W. (PANEL REINFORCEMENT) 6" MODIFIED SUBGRADE 1/2" EXPANSION JOINT *JOINTS MUST BE SAWED LESS THAN (FIBER OR REDWOOD TYPE) PLASTIC CAP 3/4" SPACE 24 HOURS AFTER PLACEMENT OF CONCRETE. RESTRAINED JOINT EXPANSION /CONTRACTION JOINT CONSTRUCTION JOINT" CONSTRUCTION JOIN' N.T.S. 3500 PSI CONCRETE (28 N.T.S. N.T.S. 12" 1/4 JOINT SEALANT ✓, `/ (SILICONE) BACKER ROD (FLEXIBLE MATERIAL) -+ 25% LARGER DIAMETER THAN JOINT WIDTH. i�. INSTALL UNDER COMPRESSION. JOINT SEAL DETAIL DAYS COMPRESSION STRENGTH) #5 BARS 0 18" O.C.E.W, I» 300 �� W / D 2.9 x W / D 2.9 WELDED WIRE FLAT SHEETS (ITEM 303) OR 4" CLASS "A" CONCRETE #3 BARS 0 18" O.C. EACH WAY SIDEWALK - ITEM 502 CENTERED IN SLAB (ITEM 301) �o ° ` • ' • D� - N0. 4 BARS DOWEL INTO 27 MAX. CURB AT 24" O.C. ; -- A" 957 COMPACT SUBGRADE (MOISTURE CONDHIONED) ** OR CRUSHED LIMESTONE BEDDING NOTE: REFER TO GEOTECHNICAL ENGINEERING STUDY CONCRETE PAVEMENT SECTION CONCRETE SIDEWALK AND DUMPSTER PAD ABUTTING CURB SECTION N.T.S. NTS N.T.S. NOTE: 1.) FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED AT RETURNS, TANGENTS AND 100 IL INTERVALS OR PORTIONS THEREOF. 2.) DUMMY JOINTS SHALL BE PROVIDED AT 10 FOOT INTERVALS. 3.) CONCRETE SHALL BE CLASS B (2500 psi). EXCAVA71ON & BASE MATERIAL TO BE INCLUDED IN THE UNIT PRICE OF CURB �I 8 3 /S" 2 518'� 5 3/4" 3" R. 12 5/8" SEE STREET DETA4 112° 7- FOR PAVEMFNr 12" a.. da - v . C d 4 q - O. d d ? ' 21" = 12" CONCRETE CURB N.T.S. 2" 5'--8" 2" 6" 6" TOPPAVEMENT�T 7" 14 " -#4 BAR } (TYP.) FRONT VIEW NOTE: SEE DIMENSIONAL CONTROL PLANS FOR LOCATION OF WHEEL STOPS IN PARKING SPACES. WHEEL STOP DETAIL N.T.S. STANDARD CURB PAVEMENT OR EARTH AS LOCATION DICTATES CURB TRANSITION DETAIL N.T.S. m aJ � a W � TOP OF ASPHALT PAVEMENT CLASS. A" STRUCTURAL CONCRETE (3000 P.S.[ IN 28 DAYS) TYPICAL 9" 2 3/4" 2 3/4" • 3" d d' d 7" 14 " - #4 BAR THROUGH C.L- SECTION "A -A" T MIN CURB AND SIDEWALK BEYOND SEE NOTE 2 & 3 LOW CURB SIDEWALK WIDTH - (FLUSH WITH ASPHALT) 2.0' SEE NOTE 4" CLASS "A" CONCRETE _ 15 & 16 2 °la MAX. 8.33 °!° h ?AX VAR. �0 5% MAX. SEE SIDEWALK REINFORCEMENT a DETECTABLE WARNING SECTION A -A SIDEWALK SEPARATED FROM CURB (NOT TO SCALE) LOW SIDE RAMP SMOOTH DOMED CONCRETE TOP INSIDE OUTSIDE ENCLOSURE ENCLOSURE !P �1 CAST STONE CAP, REFER TO DETAIL CMU BOND BEAM °Q 42" HIGH, 6" I 6" B SCH. 40 GALV. CONCRETE FILL BOLLARDS, REF STEEL PIPE BOLLARD EP- FILLED WITH CONCRETE, Ld SPLIT FACE CMU BLOCK PAINT PAINTED - REF. SPECS. IN RUNNING BOND PATTERN POSITIVE SLOPE AWAY 0 _1 WITH SMOOTH FACE OF FROM BOLLARD v CMU ON INSIDE, REF. Ld z - SPECS, FOR BLOCK SIZE STRUCTURAL 8" p 1/2" JOINT SEALANT w CMU BLOCK W/ REINFORCING STEEL PAINT EP- v- CONCRETE PAVING 0- REFER TO STRUCTURAL ° OR FOUNDATION CONCRETE FOOTING �- INSIDE ENCLOSURE, BLOCK I FILLER WITH EPDXY PAINT DUMPSTER BY ICI ( I ° P l�ll IjII I COLOR, T.B.D. CONCRETE FOUNDATION, REFER TO STRUCTURAL -E 1111 IIIII I1 I �I��II I�III • ' -I 1 I I I"-" BOLLARD DETAIL N.T.S. REFER T❑ PLANS CMU DUMPSTER WALL DETAIL N.T.S. CURB RAMP 5' MIN. CURB RAMP LANDING A TYPICAL SIDEWALK b 8.33% d } ' ...4 ° 'p• A 8.33 % e . • MAX. MAX. 4 ` B.O.C. ` `(1:92) a 2.0, (1:12) B B F.O.C. L A / i •. • v``y'• TYPICAL SIDEWALK -ASPHALT BASE MATERIAL 2" GRAVEL, CRUSHED ROCK TYPICAL SIDEWALK RAMP - TYPE 11 OR FLEX. BASE USED AT TEE INTERSECTIONS WHERE SIDEWALK ABUTS CURB (NOT TO SCALE) = r- 5' MIN. LANDING-1 HIGH SIDE RAMP I SIDEWALK DETAILS 2.0' MIN - ASPHALT 8.33 °16 MAX._ SECTION B -B ERE SIDEWALK SEPARATED FROM CURB (NOT TO SCALE) PROJECT NO.: DATE: FEBRUARY, 1 2015 L)RWN. BY: L€3J Dl;(jN. BY: LBJ { HKI7, E3 Y: LE S11LL'rNo,: 5 of 6 NO TES: 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. 2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERT ES BASED ON A PROJECTION OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE. -TOP OF ASPHALT 3. SIDEWALK SECTION SHALL BE REQUIRED ALONG ALL STREETS. PAVEMENT 4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY. THE DRIVEWAY IS PRIVATELY MAINTAINED, 4" CLASS "A" CONCRETE 5.0' MIN 2% MAX. SL_OPF TO CURB LANDING Y Q 0 U2 24" MIN `1 n 4x4 GATE I PAINT EP- 42" HIGH, 6" DIA CONCRETE FILLED BOLLARDS, REF. I PAINT EP- #4 DEFORMED BAR EMBEDDED IN EXIST CONC W /EPDXY 4 ° a -n E -2" EX1ST --j 12" �--- SAWCUTMIN 2" SIDEWALK TO EXIST SIDEWALK (NOT TO SCALE) 2.35" 0.5" 60 MM I 13 MNI `I 0.2tF 2.35" F5 {VIM O 60 MM 0 Q O T ^23 MM PAVEMENT SEE PLAN DETAIL DOMES CURB FLUSH WITH PAVEMENT PLAN DETAIL DOME SECTION DETECTABLE WARNING AREA (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) APPROVED CAST-IN -PLACE DETECTABLE WARNINGS 1. CAST -IN -PLACE DETECTABLE WARNING SYSTEMS MUST BE POLYMER COMPOSITE 2. MATERIAL MUST BE "WET SET" INTO FRESHLY POURED CONCRETE. 3. PROTECT PRODUCT FROM DAMAGE UNTIL MATERIAL IS FULLY SET OR CURED. 4. PRODUCT MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 2" GRAVEL, CRUSHED 6" x 6" W 2.9 x W 2.9 WELDED WIRE ROCK, OR FLEX. BASE FLAT SHEETS OR #3 BARS @ 18" O.G.E.W. CENTERED IN SLAB CONCRETE SIDEWALK SECTION (NOT TO SCALE) 12'-8" 12' -8" DUMPSTER PLAN N.T.S. CATES AND JAMB - METAL DECKING WELDED TO ST 8' -0' SLIDE 13 . ", DUMPSTER GATE ELEVATION CONCRETE DRIVEWAY NOTES 1. SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 5' AND BE SHALL BE LOCATED A MINIMUM OF 2' FROM THE BACK OF CURB. 2. DUMMY JOINTS PARALLEL TO THE CURB SHALL BE PLACED WHERE THE SIDEWALK MEETS THE DRIVEWAY. 3. DUMMY JOINTS PERPENDICULAR TO THE CURB, AND WITHIN THE BOUNDARIES OF THE PARALLEL DUMMY JOINTS, SHALL BE PLACED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK. 4. A MINIMUM OF TWO ROUND AND SMOOTH DOWEL BARS 3 /8" IN DIAMETER AND 18" IN LENGTH SHALL BE SPACED 18" APART AT EACH EXPANSION JOINT. 5. SIDEWALK RAMP LENGTHS SHALL BE OF SUFFICIENT LENGTH TO MAINTAIN 8.33% (1:12) MAXIMUM SLOPE. WHERE SIDEWALKS CROSS DRIVEWAYS, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2 %. 6. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED. NOTES: 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. 2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE. 3. SIDEWALK SECTION SHALL BE REQUIRED ALONG ALL STREETS. 4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY. THE DRIVEWAY IS PRIVATELY MAINTAINED. 5. PROVIDE (112 ") EXPANSION JOINTS AT 50 FOOT INTERVALS, 6. CRACK CONTROL JOINTS SHALL BE PROVIDED AT 5 FOOT INTERVALS. 7. NO. 3 BARS @ 18" CENTERED EACH WAY OR 6X 6 NO. 10 WWM FLAT SHEETS. 8. SIDEWALKS SHALL BE INSTALLED WITH A MINIMUM OF 2" ABOVE GROUND. DRIVEWAY REINFORCEMENT TABLE RESIDENTIAL DRIVEWAY ##3 BARS 12" O.C. BOTH WAYS OR 6" x 6" W/ D4.7 x WI D4.7 WELDED WIRE FLAT SHEETS) COMMERCIAL DRIVEWAY #4 BARS 12" O.C. BOTH WAYS OR G" x 6" WI D7.5 x W/ D7.5 WELDED WIRE FLAT SHEETS 9. WHERE ADA ACCESS SIDEWALK TIES TO EXISTING SIDEWALK ON CULEBRA 7. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED. ADD #5 DOWELS @ 12" OC 6" INTO EXISTING AND PROPOSED CONCRETE. IN s I� 0 : 1k - ; ----------------------------- ; 3� ROBERT DON MCCRARY *d'• 34599 ,� ' ••••....... ANAL mss- . ,w,.1�•e' I� F�1 C7 N C Z U) LL.1 Q 0 cn NO cn r, 00 O co LLJ Q U) X ua � F- �CIO0 ul © C U Z (\j Lu LU z z �Zo � � zN aN D LLJ N) U) 1✓ 1 V SHEET 02.01 DRAWN BY: CHECKED BY: J. McNl % EIM DATE PROL N0, December 2020 19026 a 3 v w a0 J V) 1 N 0 N 0 N U 1- w W U N 0 o�4 C9 ) 0 E� tl ° 7 a 1 0) 0- o� C) N Q Of rn t U mo o� v °1 o� Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 4 & 51 — END....... ROAD WORK', C20 -2 4B" X 24" DD ROAD WORK END V V AHEAD CW20 -1D 48" X 46" ROAD (Flags - _ W WORK See note 1) v1 - �'��G20 - -2 _ � a E 48" X 48" L o p v, C E See note t) O � L � � D EFT O x x n 0 o = � Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 4 & 51 — END....... ROAD WORK', C20 -2 4B" X 24" DD a 48" X 48' x a ° C Z, L 0. N O a la Y- ■ CWt -6aT\ ■ ... 36" x 36" U or 0 sL_J ■ 9 -- i f Y ■ M F D I I I D J 7 a a I (See note 7) -­,=:Shadow Vehicle with TMA and high intensity m rotating, flashing, oscillating or strobe tights.(See notes 4 & 5) J Mk � x x "CLOSED -5TR 48" X 46 " \ .r x� Q ROAD WORK AHEAD CW20 -ID 48" X 48" (Flags - See note 1) TCP ( I -4a) ONE LANE CLOSED 6- S•IRA 3- EACH 3/8" DIA. TRUSS ROD AND TURNBUCKLE A GATES AND AT EACH CORNER x D _erg x J ♦ V ♦ F ■ L a C V1 6" DIA, GATE AND CORNER POSTS I 24" WIDE X 5 1/2" THICK CONCR CONTINUOUS BENEATH FEN( F_ Z Ln U Jvav FILL YA1C1J 611ALL t5L tlU1 DIP GALVANIZED AF'T'ER FABRICATION. CHAIN LINK FENCE DETAIL N.T.S. END ROAD WORK: G20 -2 48" X 24" L 'a N m c ■ o o 4 � a_�,I ■ ■ ■ Y ■ kf■ d I M 1 l f r • Qy r a I� END ROAD WORK 020 -2 48" X 24" 1�j w s 4 ■ LEGEND V:272Tn Type 3 Barricade ® ® Channelizing Devices Truck Mounted Heavy Work Vehicle ® Attenuator (TMAI Trailer Mounted Portable Changeable Flushing Arrow Board ill! Message Sign (PCMS) .a- Sign �] Traffic Flow F l ag "'0 Flogger Minimum. Suggested Maximum - Desirable Minimum Posted Formula Taper Lengths Channelvzin S19r' Suggested Speed T¢ Devices g Spacing Longitudinal "X" Suffer Spece 10' 11` 12' On a On a Distance D Offset "fset ;offset Toper Tangent 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' 80' 240' 155' 45 450' 495'1 540' 45' 90' 320' 195' 50 500' 550 600' 50' 100' 400' 240' 55 1 =N1S 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60` 120' 600' 350' 65 650' 715 780' 65' 130' 700' 410' 70 700' 770-1840- 757 140' 800' 475' 75 750` 825'!900' 75' { 150' 900' 540' CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 END V V ROAD WORK R ROAD _ W WORK - �'��G20 - -2 _ CW20 -10 AHEAD 48" X 48" (Flags - See note t) EFT LANE L C ® CW20 -5TL CLOSE sL_J ■ 9 -- i f Y ■ M F D I I I D J 7 a a I (See note 7) -­,=:Shadow Vehicle with TMA and high intensity m rotating, flashing, oscillating or strobe tights.(See notes 4 & 5) J Mk � x x "CLOSED -5TR 48" X 46 " \ .r x� Q ROAD WORK AHEAD CW20 -ID 48" X 48" (Flags - See note 1) TCP ( I -4a) ONE LANE CLOSED 6- S•IRA 3- EACH 3/8" DIA. TRUSS ROD AND TURNBUCKLE A GATES AND AT EACH CORNER x D _erg x J ♦ V ♦ F ■ L a C V1 6" DIA, GATE AND CORNER POSTS I 24" WIDE X 5 1/2" THICK CONCR CONTINUOUS BENEATH FEN( F_ Z Ln U Jvav FILL YA1C1J 611ALL t5L tlU1 DIP GALVANIZED AF'T'ER FABRICATION. CHAIN LINK FENCE DETAIL N.T.S. END ROAD WORK: G20 -2 48" X 24" L 'a N m c ■ o o 4 � a_�,I ■ ■ ■ Y ■ kf■ d I M 1 l f r • Qy r a I� END ROAD WORK 020 -2 48" X 24" 1�j w s 4 ■ LEGEND V:272Tn Type 3 Barricade ® ® Channelizing Devices Truck Mounted Heavy Work Vehicle ® Attenuator (TMAI Trailer Mounted Portable Changeable Flushing Arrow Board ill! Message Sign (PCMS) .a- Sign �] Traffic Flow F l ag "'0 Flogger Minimum. Suggested Maximum - Desirable Minimum Posted Formula Taper Lengths Channelvzin S19r' Suggested Speed T¢ Devices g Spacing Longitudinal "X" Suffer Spece 10' 11` 12' On a On a Distance D Offset "fset ;offset Toper Tangent 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' 80' 240' 155' 45 450' 495'1 540' 45' 90' 320' 195' 50 500' 550 600' 50' 100' 400' 240' 55 1 =N1S 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60` 120' 600' 350' 65 650' 715 780' 65' 130' 700' 410' 70 700' 770-1840- 757 140' 800' 475' 75 750` 825'!900' 75' { 150' 900' 540' CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 Minimum. Suggested Maximum - Desirable Minimum Posted Formula Taper Lengths Channelvzin S19r' Suggested Speed T¢ Devices g Spacing Longitudinal "X" Suffer Spece 10' 11` 12' On a On a Distance D Offset "fset ;offset Toper Tangent 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' 80' 240' 155' 45 450' 495'1 540' 45' 90' 320' 195' 50 500' 550 600' 50' 100' 400' 240' 55 1 =N1S 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60` 120' 600' 350' 65 650' 715 780' 65' 130' 700' 410' 70 700' 770-1840- 757 140' 800' 475' 75 750` 825'!900' 75' { 150' 900' 540' CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 1 E C W 3 M GCL$i1 1/ 1 ti" = F-0"409,771 SIB CAL ARTICULATION IS LOCATION IS NOT IRED. IT IS PROVIDED i,RCHITECTURAL 'WITH NORTH ELEV. Wo o 8' TALL MASONRY WALLS CONCRETE BASE M' 0 METAL GATES TRASII DUMPSTER ENCLOSURE 1/411 = I11_011111 PARKING REOUIREA) AND PROVID131) - -� - PARKING PROVIDED /STORAGE: TL. PARKING PROVIDED FOR OFFICE +STORAGE: 315 SFF 1 SPACE /300 SF 1 Space 80,764 SF 1 SPACE /3000 SF 27 SPACES 27 SPACES 28 SPACES REVISED 9/24/20 AS PER CITY SUP REVIEW DATED 7/2/2020 Date: 1/13/20 Time: $;35;10 AM File name: SUP PRELIMS.Vwx REVISIONS 1 1 • • 1 • • • 1 N L U M Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. C(OX buC7CC,C CCn9-L CCCrCYnLC DrrlLCCrCCVC CCrCC TV CVh\033TffUCiirCIC SHEET NO.: I OF: SHEETS PROJECT NO.: DATE STAMPED: DATE: 1 E C W 3 1100TOWS M FLOOR 1'tAN BLDG' 11 1/1611 = F -0" 399933 SF IN I t:KIUK I -AUAUt 0 REVISED 9/24/20 AS PER CITY SUP REVIEW DATED 7/2/2020 Date: 1/13/20 REVISIONS Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. SMULL Y1rRrrrrn1Lfl- DrrlLPJSr ©PJZ PRg(DR TV SHEET NO.: 9 AW OF: SHEETS PROJECT NO.: DATE STAMPED: 1 Time: $;35;10 AM File name: SUP PRELIMS.Vwx DATE: U) X +-J 0 CZ >1 i CZ U_ N 3: rr L- N U O U cc C/) O J O O N Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. SMULL Y1rRrrrrn1Lfl- DrrlLPJSr ©PJZ PRg(DR TV SHEET NO.: 9 AW OF: SHEETS PROJECT NO.: DATE STAMPED: 1 Time: $;35;10 AM File name: SUP PRELIMS.Vwx DATE: E C I 1 ( 2 3 ( 4 BUILDING 'A' ELEVATIONS RETURN FACADE ON WEST ELEV AS INDICATED 11 " T. ,P. TYP PARAPET ABOVE ROOF E o�M • 11 NORTH FACAD TO WEST ELEVATION,­Z PROVIDED •' NORTH • OUTLINE TO EAST REF. NORTH FOR OFF SETS IN EAST ELEV. ELEVATION 50pril 260' -6" NORTH ELEVATION -BLDG B EXTERIOR FACING ELEVATION NORTH ELEV 1/16" = 11 -0 it ROOF MTD A/C 20'-10" SCREEN I /. FINE �I� I 1011 IN I 'Il III I C I ',I I 0 161 ,/1/10­=1'-0-, B U I L D I N G O N i r-I NORTH ELEVATION -BLDG A EXTERIOR FACING ELEVATION 1/16it = 11 -0 it �� ROOF MTD A/C 30'-0" '- EQUIPMENT SCREEN 0 • r • P , • • i • 0 0 i rl r-I EAST ELEVATION -BLDG A INTERIOR FACING, ELEVATION 5' -0" 1/16 if = 11-0 it An- -r)" an--n" Ant -n" `GYP PARAPET ABOVE ROOF EDGE N 0 'B' ELEVATI0 NS • . PARAPET RETURN RETURN VERTICAL ARTICULATION FROM WEST ELEV WEST ELEVATION -BLDG A EXTERIOR FACING ELEVATION VVCJ 1 CLCV. LIIIVICIVJIVIV 1/16" = 1'-o" 0 REVISIONS Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. �nrClrCC° CC (OX CCCCCCGC CCCCC CCCrC ALfl- DDgXL=CCrCCC CCrCC TV CCr�C�rCCC�CrCC SHEET NO.: i OF: ! SHEETS - - - - - -- --- - - - - -- - PROJECT NO.: DATE STAMPED: W W •� X +-J 0 CZ >1 r- CZ U_ N 3: rr L- N U O U cc C/) O J O O CV Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. �nrClrCC° CC (OX CCCCCCGC CCCCC CCCrC ALfl- DDgXL=CCrCCC CCrCC TV CCr�C�rCCC�CrCC SHEET NO.: i OF: ! SHEETS - - - - - -- --- - - - - -- - PROJECT NO.: DATE STAMPED: LANDSCAPE AREA: 1. LANDSCAPING REQUIRED TOTAL SITE i'. TOTAL LANDSCAPE REQUIRED: TOTAL LANDSCAPING PROVIDED: TOTAL TREES REQUIRED: INDUSTRIAL SITE (60% OF GROSS LOT AREA): (9) TREES PER ACRE (43,560 SF) TOTAL TREES PROVIDED ON SITE: 2. LANDSCAPING IN FRONT YARD LANDSCAPING IN FRONT YARD REQUIRED: LANDSCAPING IN FRONT YARD PROVIDED: 3. PARKING LOT LANDSCAPING TOTAL PARKING LOT AREA: 14,906 SF x 10 %: TOTAL PARKING LOT LANDSCAPING PROVIDED: TREES REQUIRED PER PARKING LOT: 1491 SF / 400 SF: TREE PROVIDED PARKING • PARKING 4. - f PROVIDED A REQUIRED PERIMETER 5. LANDSCAPING ALONG LF :i i PROVIDED PROPOSED : UNDISTURBED VA MULTI-FAMILY / RESIDENTIAL BUFFER NOT APPLICABLE. 520,458 SF 104,092 21884 PROPOSED . • A 128,550 SF UNDISTURBED AREA 312,275 SF 65 TREES REQUIRED 65 TREES PROVIDED 104,092 SF x 41 41,637 SF 138,429 SF (100 %) PROVIDED GENERAL NOTES: 1. REFER TO SPECIFICATIONS FOR ALL CONTRACT PLANTING. 2. INSTALL APPROVED IMPORTED PLANTING MIX TO MIN. DEPTH OF 6" IN ALL AREAS SCHEDULED AS LANDSCAPE PLANTING AREAS. 3. INSTALL APPROVED IMPORTED TOPSOIL TO 4" DEPTH IN ALL TURFGRASS AREAS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN THE FIELD PRIOR TO INSTALLATION AND MUST REPORT ANY DEVIATION IN SITE CONDITIONS TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK IN THE AFFECTED AREA. 5. WHERE SHOWN ON THESE PLANS, UTILITY INFORMATION IS PROVIDED FOR REFERENCE ONLY. REF. CIVIL AND MEP PLANS FOR ALL UTILITY INFORMATION. 6. VERIFY LOCATION AND DEPTH OF ALL EXISTING AND PROPOSED UTITILIES PRIOR TO ANY EXCAVATION. IN THE EVENT POTENTIAL CONFLICT(S) OCCUR BETWEEN UTILITIES AND LANDSCAPE IMPROVEMENTS, IMMEDIATELY CEASE WORK IN THE AFFECTED AREA, REPORT THE CONFLICT(S) TO THE OWNER'S REPRESENTATIVE, AND DO NOT PROCEED UNTIL RECEIPT OF SPECIFIC WRITTEN DIRECTION. URBAN DEER NOTES: 1. AT THE TIME THESE DOCUMENTS WERE PREPARED THE LANDSCAPE ARCHITECT WAS NOT AWARE OF A LOCAL URBAN DEER POPULATION. 2. IN THE EVENT AN URBAN DEER POPULATION IS DISCOVERED, CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING ALL NEWLY- INSTALLED PLANTS THROUGH THE 30 -DAY MAINTENANCE PERIOD. 3. APPLY "LIQUID FENCE" (OR APPROVED EQUAL) TO ALL PLANTS AS NEEDED TO DISCOURAGE BROWSING BY DEER. 4. ANY NEWLY- INSTALLED PLANTS EATEN OR BROWSED BY DEER PRIOR TO THE EXPIRATION OF THE 30 -DAY MAINTENANCE PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. OVERHEAD ELECTRIC NOTES: 1. ALL PROPOSED LARGE SPECIES TREES (AS DEFINED BY THE UNIFIED DEVELOPMENT CODE IN EFFECT HEREOF) SHALL BE PLANTED NO CLOSER THAN 20' TO ALL OVERHEAD ELECTRIC UTILITY LINES. 1491 SF PARKING LOT LANDSCAPING REQUIRED 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL OVERHEAD ELECTRIC UTILITY LINES AND ENSURING THAT NO LARGE SPECIES TREES ARE PLANTED WITHIN 20 OF ANY OVERHEAD ELECTRIC UTILITY LINES. 3225 SF (21.6 %) PROVIDED 3. WHERE CITY INSPECTORS FIND ANY PROPOSED LARGE SPECIES TREES TO BE IN VIOLATION OF PROXIMITY TO OVERHEAD ELECTRIC UTILITY LINES, THE CONTRACTOR SHALL RELOCATE TREES AT NO ADDITIONAL COST TO THE OWNER. V /J_1:l: Ili [H�����:��1= F•'ItJ:i�l� /l�]�1� IRRIGATION LANDSCAPE ALL NEW •OIRRIGATION PLANT SCHEDULE/2 SIZE = CALIPER OR SPREAD QTY. I SYM. SCIENTIFIC NAME COMMON NAME HGT. SIZE CONDITION REMARKS TREES 14 PM Platanus mexicana MEXICAN SYCAMORE - 3" CAL. Band B DECIDUOUS / SINGLE STEM 13 QS Quercus shumardii SHUMARD OAK - 3" CAL. Band B DECIDUOUS / SINGLE STEM 14 QV Quercus virginiana LIVE OAK - 3" CAL. Band B EVERGREEN / SINGLE STEM 13 UC Ulmus crassifolia CEDAR ELM - 3" CAL. Band B DECIDUOUS / SINGLE STEM SHRUBS 104 PAC Plumbago auriculata'Capensis' CAPE PLUMBAGO - 5 GAL. EVERGREEN / PLANT AT 3' -0" O.C. 87 RRZ Rosa 'Radrazz' 'RADRAZZ' KNOCK -OUT ROSE - 5 GAL. EVERGREEN / PLANT AT 3' -0" O.C. GROUNDCOVERS AND GRASSES Cynodon dactylon'419' '419' HYBRID BERMUDAGRASS - SOLID SOD SEE SPECIFICATIONS ' 3" - 4" 'TEXAS BLEND' RIVER ROC - APPLY TO 4" DEPTH OVER COMPACTED SUBGRADE W/ GEO- TEXTILE WEED BARRIER AND PRE - EMERGENT HERBICIDE. FILL UNDER ADJACENT SHRUBS. i T ._. BARK MULCH TO 2" - 3" DEPTH IF SHRUB IS B &B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF ROOT BALL. BACKFILL MATERIAL: PLANTING MIX UNDISTURBED SUBSOIL SHRUB PLANTING DETAIL NEW SHRUBS 1/8. = V -0" NEW TREE 1- -� MIN. (2) 4' -0" STAKES ARBOR -TIE TREE GUYS ------ G� INSTALL IN UNDISTURBED SOIL OUTSIDE PLANT PIT FINISH GRADE 6" DEEP PLANT MIX RING @ BASE OF TREE - TOP WITH 4" MULCH _iillli „III �� pll �. ���lll; llll��lll BACKFILL W/ PLANT MIX ROUGHEN SIDES AND PER SPECIFICATIONS BOTTOM OF PLANT PIT 2X WIDTH OF ROOTBALL TREE PLANTING DETAIL NEW TREES 1/8” = V -0" FLOOD PLAIN -REF. CIVIL PLANS Scale: 1" = 100' -0" 0 50' 100' 200' H O R I Z O N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com I'l-4- W The user of this file agrees to assume all responsibilitq for anq rnodifications to or use of this drawing file that is inconsistent with the requirements of the pules and hegulat&5 of the Texas hoard of Architectural examiners, No person maq make any{ modifications to this electronic drawing file without the landscape Architect's express written permission. 18881 Von • 1 • •• • a . • 6"M WIM REVISIONS 1. City Comments 2. City Comments r• Drawn By: jv Checked By: jr 10/22/20 12/4/20 Sheet Title: OVERALL LANDSCAPE PLANTING PLAN Sheet Number: Lloo Issue Date: L L L LL �_ I -- L_ [_ _ L I_ L __ I- L L L L L___ L L L L L__ L___ [I: L_ L L L L L L L L L L__ I---- L L L L L__ I - - -- Lu -- L - - L- L L L L l L L___ L L L L L L L L-- L L L L L L L I__ L L L i L L L L L- L L L L • *%*a. VE ICULAR USE A TO BE L ___ L I____ _ - SC ENED VIA FENCE LLLL ILIL -RE . CIVIL PLANS - I-_ I I -- L L I . L L I ___ LLLLLLLL LL �. PM/ I ILiw L T� ALL LANDS TO BE \ '-PROPOSED __L__ L_ L_ PM IRRIGATION (TYP.) -� LL - -- `• ���\ \\ �` PARKING _ (____ L _. _ IRRIGATION PLANS \ \ L L L L L L L__ L. [ __ L___ I____ _ - -- I-- L-- - L L-- -__ L L L L L L L L L L L I __ I____ L_ L__ L__ L__ I__ L__ L \� �� \�\ T — 1/8" x 4" METAL EDGER - TYP. L L L L L L L L _ - - -- - -_ -- AS SHOWN @ PLANTER AREAS L -� __ __. L__ [__ L___ L __ L__. L__ L__ - - -- �I_ L L L L L L L L --i— LL L-- I__ L__ L___ L L L _ FLOODPLAIN -REF CIVIL PLANS - L L•L \ _ L__ I____ L_ �\ 2 T 10' WIDE UTILI ASEMENT (TYP.) -REF CIVIL PL �,L L -- - \ L L T — ________ HICULAR U AREA TO BE - _ - -- I-- L__ \ SCR NED VIA NCE \ L - REF. VIL PLAN I____ L LLLL •� L L L \_ LLL L 1.---- L L L L L L L L LL L I-__ L - L L L . L L L �\\ PROPOSED �LL� STORAGE _ -_ L L L BUILDING _,_ �_ I___`_I�__ � __ � � • L L PROPOSED i L L L L L_ L L L [ - - -- L L LL \ L [ ---- L L L [ ---- L L L [ ---- LLI LLI L [ ---- L L LL L- L -- - - - - -- _ ---------- L I- I- _. L__._ _ -. L__._ L ! •L L__._ _ -. l --d--- L S ( s\ L L LOL - L- L -- ---- - - - - -- L - - - - PM ----= - - -- - - - M PRO POS ED, L LL PARKING S _ L— — L_ I- I— L— L I M M M M M M M M M M M M M M M M M M � M M M M M cn 7 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W�� W W sS\\ UNDERGROUND UTILITIES S�S (TYP.) -REF GEN. NOTES SS STO RAG T BUILDING M M M M M M M M M M M M M —W W W W W W W W W W W IAI / / T �/ PROPOSED VEHICLE UNDE ROU TII / (TYP.) - EN. N TIES BOAT STORAGE / U) ■I I ■I ■I■ ITITITITITITI ■ITI ■ITI ■I ■I ■I ■ITI ■ITI ■ITITITITI ■ITI ■I ■I ■I ■I ■I TITITI ■ITITI ■I ■I ■ITI■ MATCHLINE - REF. SHEET L1.2 M M M M M W�—W W W W UNDERGROUND UTILITIES (TYP.) -REF GEN. NOTES \ L L L - L L L- - LL L L L L L 1i ! I LL L L PM L -L . L L L PROPOSED LLL- �- PARKING L_ L 1�_L TITITITI ■I ■I�I ■ITi■ ■ I on L LLwL L� H ❑ R I Z N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com i N� 375 �Qy OF IZ.q W The user of this file agrees to assume all responsibilitq for anq rnodifications to or use of this drawing file that is inconsistent with the requirements of the Pules and Pegulat&5 of the Texas hoard of Architectural examiners, No person maq make any{ modifications to this electronic drawing file without the landscape Architect's express written permission. • • Irvine, CA • REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 IN . r• • Drawn By: jv Checked By: jr PLANTING Sheet Number: L1.1 -- Issue Date: May 27, 2020 H 0 R I Z 0 N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson(ghorizondesign-sa.com X-04 I(Rko B 375 OF 1'1-4-W The user of this file agrees to assume all re5pon5bilitq for anq rnodificat&5 to or use of this drawing file that 15 inconsistent with the requirements of the Mules and Fequlat&5 of the Texas hoard of Architectural examiners, No person rnaq make any{ modifications to this electronic drawing Re without the landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 200 Roy Richard Dr. Schertz, TX 78154 REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 Drawn By: jv Checked By: jr PLANTING PL&U Sheet Number: Li.z Issue Date: May 27, 2020 f �J_ L. ___ L_ L I MATCHLINE REF. SHEET L1.1- Ll M M M M WM LLL Ll L-- 101L -A ---- -- I - - -- I LLL L LL I--- L L I- L L Lam_ L L L' ------------------------------- I_ I--- L LL L ILL Lpm L L I_ --I Ll I____ L. __. I-- L L_ ___. I___ L, L, I L I LLL Ll L-- L_ �__ [_ L L I LLL L --- LL L__ L__ - L I--- L L I I--- L L *6 FLOODPLAIN REF CIVIL PLANS 55' SS ALL LANDSC PE TO BE L WATERED V A AUTOMATI _QV L ILL IRRIGATIO (TYP.) -REF. Sy / W I- I IRRIGAT N PLANS r LL -1 L ____ L L I - - -- W L-9 L 'L I- -A L 11L I Qv W L L L L_ LUC �Q it_ I--- L I L I --A ---- I L I - - -- I - -_ LLLI UC V I *4_i L L L L L 25' WIDE TILITY EASEMENT L I L L L_ I L /8" x 4" METAL DGER - TYP. I---- (TYP.) -RE CIVIL PLAN L AS SHOWN PLANTER ARFfi L IPM L L I LL L Q&_ I -- - ---- QS L i I i L i L ALL LANDSC PE TO BE L WATERED V A AUTOMATI _QV L ILL IRRIGATIO (TYP.) -REF. Sy / W I- I IRRIGAT N PLANS r LL -1 L ____ L L I - - -- W L-9 L 'L I- -A L 11L I Qv W L L L L_ LUC �Q it_ I--- 0001, ■ 7 --------- — ----------------- UNDERGROUND UTILITI (TYP.) -REF GEN. NOTE 55, WMWI MA, AM 'WIDE UT1LITY EASE 1P.) -RE CIVIL KAE` Farm EXISTrG VEGETATION 1\� TOR MAIN 2 20 0 M _— )il\ i i I 1 11 • 1 511 IN! - ------------- . 000 N. 2033 2031 4b 6000 . 00000 2 E 0 10 - - ----- - - - - - - - N. Scale: 1 20'-0" Kx/MM/MMMMMF11111 0 10' 20' 40' H 0 R I Z 0 N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson(ghorizondesign-sa.com IRO 0 375 OF The user of this file agrees to assume all re5pon5bilitq for anq rnodificat&5 to or use of this drawing file that 15 inconsistent with the requirements of the 12UlC5 and Fequlat&5 of the texas hoard of Architectural examiners, No person rnaq make any{ modifications to this electronic drawing Re without the landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 15# Irvine, CA 92612 PROJECT Lock Awa Storage Building ddition MMOM I REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 Drawn By: jv Checked By: jr Sheet Title: ENALRGED LANDSCAPE PLANTING PLAN Sheet Number: 0 Issue Date: May 27, 2020 --A ---- I L I - - -- I - -_ LLLI UC V L__4 L-1,__ *4_i L L L I L I_ L L I L L L_ I L /8" x 4" METAL DGER - TYP. L_ L I L AS SHOWN PLANTER ARFfi L L L I ___ L_A ---- I L L_ L-- Q&_ I -- - ---- QS _LLLLL ILL L LILL LL_' _ L I - - -- I -__ L L. I ---- L L I --- L -A ---- L_ 7- 1-- - -LLLLLLLL L L L I I LLLLLLL. UNDERGROUND I ( G U ITIES N., NOTES ---- __ (TYP.) -REF - - - - -------------- - - — - -------- — -------- 0001, ■ 7 --------- — ----------------- UNDERGROUND UTILITI (TYP.) -REF GEN. NOTE 55, WMWI MA, AM 'WIDE UT1LITY EASE 1P.) -RE CIVIL KAE` Farm EXISTrG VEGETATION 1\� TOR MAIN 2 20 0 M _— )il\ i i I 1 11 • 1 511 IN! - ------------- . 000 N. 2033 2031 4b 6000 . 00000 2 E 0 10 - - ----- - - - - - - - N. Scale: 1 20'-0" Kx/MM/MMMMMF11111 0 10' 20' 40' H 0 R I Z 0 N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson(ghorizondesign-sa.com IRO 0 375 OF The user of this file agrees to assume all re5pon5bilitq for anq rnodificat&5 to or use of this drawing file that 15 inconsistent with the requirements of the 12UlC5 and Fequlat&5 of the texas hoard of Architectural examiners, No person rnaq make any{ modifications to this electronic drawing Re without the landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 15# Irvine, CA 92612 PROJECT Lock Awa Storage Building ddition MMOM I REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 Drawn By: jv Checked By: jr Sheet Title: ENALRGED LANDSCAPE PLANTING PLAN Sheet Number: 0 Issue Date: May 27, 2020 PART 1-GENERAL 11 Work Included A. Place and spread topsoil and planting mix. B. Install edging at planter areas. C. Excavate and prepare plant pits. D. Place plants in pits and baok5U with planting mix. E. Prune plants. F. Apply mulch to planter areas. G. Install solid sod, hydromu|oh.or seed mix. H. Guarantee plants. |. Inspect plants during the Guarantee Period. 1.2 Reference Standards A. Nomenclature and size. All plants must bu true to name and size in conformance with the following standards: B. American Joint Committee on Horticultural Nomenclature, 1942 ed. of Standardized Plant Names (Mount Pleasant Press, J. Horace McFarland Co.. Harrisburg PA) C. American Standard of Nursery Stock, 1973 ed. (American Association of Nurserymen, Inc., Washington DC) 1.3 Submittals A. Submit weed control program in accordance with Sec. O13U0 1. Indicate chemicals to be employed, manufacturers printed instructions as to dilution and application, solution strength, application method, rates, and frequency, and frequency of manual weeding. 2. Submit chemical manufacturer's written certificate that material proposed for use meets local, state, and federal regulations for the type of material proposed and that the material ia not toxic tu humans and animals if applied per the manufacturer's written instructions. B, Submit topsoil sample (min. 1-ga|. bag) in accordance with Sec. 01300 1. Indicate topsoil supplier source. 2. Provide laboratory test results indicating compliance m/topsoil composition requirements. C. Submit planting mix sample (min. 1-ga|. bag) in accordance with Sen. 01300 1. Indicate planting mix supplier source. 2. Provide laboratory test results indicating compliance w/ planting mix| composition requirements O. Submit bark mulch sample (min. 1-ga|. bog) in accordance with Sec. 01380 1. Indicate bark mulch supplier source. E. Submit decomposed granite sample (min.1-ge|.bag) in accordance with Sec. O130O 1. Indicate decomposed granite supplier source. F. Submit irrigation system product data in accordance with Sec. U13O0. 1. Provide manufacturers' cut sheets indicating compliance with all equipment specified in the Irrigation Plans 1.4 Product Delivery, Storage, and Handling D. Handle and store all materials in such a manner as to prevent damage. 1.5 Existing Conditions A. Prior to commencement of work, investigate the site, locate and identify all existing underground utilities that may conflict with the installation of the work described in the contract documents, and notify the Landscape Architect of the conflict and do not proceed with construction in the affected area without specific direction. B. Protect identified utilities from damage during installation. 1.6 Guarantee A. All plants will be guaranteed against defects, indudingdeodhanduneatiefooborygnowth.forapehodof 12 months following the date of Substantial Completion. |f replacement plants are installed, they will be guaranteed for an additional 12 months following their installation. 17 Responsibilities of Owner and Contractor A. The Contractor will provide monthly inspections nf the project during construction and the guarantee period and immediately provide to the Owner and the Landscape Architect a written report identifying any irregularities which affect the guarantee. B. The Contractor will monitor any construction, whether conducted by other trades or the Owner's employees, adjacent to new and existing plants. The Contractor will identify and document any damage to the plants and immediately notify the Landscape Architect of same. The Contractor will replace any damaged plants otno expense to the Owner. Any reimbursement from other trades or contractors shall bathe sole responsibility of the Contractor. C. The Contractor will remove and replace all dead plants. D. The Contractor will ensure all plants are installed in an upright position and to proper finish grade and will reset any plants not installed accordingly. E. The Contractor will have the sole responsibility for ensuring that all plants are maintained and watered adequately. 1.8 Final Inspection A. At the conclusion of the guarantee period, the Landscape Architect will inspect the planting ho assess the final acceptance of the installation. Only plants that are alive and healthy will beaccepted. The Contractor will replace any plants that are dead or, in the sole opinion of the Landscape Architect, in an unhealthy or unsightly condition or have lost their natural form due ho dead or removed branches. The Contractor will bear the cost of replacing any plants. 1.9 Quality Assurance A. Before entering into a contract with any subcontractor, the General Contractor will investigate the proposed subcontractor's reputation and ability to perform the work and determine whether the subcontractor i's stable, reputable, and skilled in this area of work. The General Contractor will require and review a minimum of the following submittals: 1. Experience. The subcontractor will be a single firm specializing in landscape installation with a minimum 5 years documented experience. Documentation will demonstrate a minimum 1O installations of equal or greater size. The subcontractor will furnish the name, address, and telephone number for both the General Contractor and Owner on these projects, as well as the contract price, the company name under which the work was performed, and completion date. 2. Personnel. The subcontractor will provide a list of the project manager and foreman proposed to complete the work, their years of experience in the industry, any formal training, and years of service with the current company. If a separate irrigation subcontractor is to be used, the same information will be provided. 3. Business Expertise. The subcontractor will submit a current audited financial statement, current insurance certificate, contact information for their insurance company, bonding capacity and bonding company, and contact information for their bonding company. B. Should the subcontractor selected by the General Contractor default nn the contnaot, fail to complete the work in conformance with the Contract Documents, or enter into bankruptcy, the Owner will pay the Landscape Architect aaan additional service for any additional work occasioned by the subcontractor's default 21 PWabeha|a A. Topsoil. Provided by the landscape subcontractor from local sources, sandy loam which is fertile, friable, surface soil. Topsoil will be free of rocks, stones, subsoil, building debris, weeds, grass, clay lumps and other materials which would be detrimental toturfgranogrowth. Topsoil composition will be not less than 796 nor more than 1296 clay and not more than 12Y6silt. B. Planting Mix. Plant mix composition will be 35% compost, 33Y& rod sand, 18% composted topsoil, and 1696 pine bark mulch. C. Commercial Fertilizer. Complete fertilizer of neutral character, with some elements derived from organic sources and containing available plant nutrients in the following percentages: 1. For trees and shrubs - Woodace Top Dress Special (20-4-11, 8 - 9 month formula) at a rate of 5 to 10 |ba. per 10OSF. 2. For lawns - Min. 1 lb. of actual nitrogen per 100 SF of lawn area, min. 4% phosphoric acid, and min. 296 potassium. Provide nitrogen in a form that will be available to turfgrass during the initial period of growth and in a minimum 5896 organic form. 2.2 Plant Materials A. The drawings contain a complete list of plant species, quantities, sizes, and other requirements. In the event that discrepancies occur between the quantities of plants indicated on the plant list and as indicated on the drawings, the plant quantities shown on the drawings will be given precedence. B. No substitutions of plants will be permitted without express prior written authorization by the Landscape Architect. C. All plants will comply with atoba and federal inspection and diseases infestation laws. D. All plants will be typical of their species or variety, with normal, well-developed branches and vigorous root systems. E. All plants will be healthy and vigorous, free from defects, disfiguration, knots, abrasions, sunscald, diseases, insect eggs or larvae, borers, and all other forms of diseases or infestations. F. All plants will bo nursery stock. Any plants gathered from native stands must bo kept under nursery conditions for a minimum of 1 full growing oeaeon, must be free from all foreign plants and weeds, and must meet all other requirements of the Contract Documents. G. Container-grown plants must exhibit development of fibrous roots and have a root mass that will retain its shape when removed from the container. Plants grown in smaller containers must have root growth sufficient ho reach the sides of the container. Root-bound container-grown plants will berejected. H. Container sizes of a large grade than listed in the American Standard for Nursery Stock (ASNS) shall be determined by the volume of the root ball specified in the ASNS for plants of the same size. |. All bare root plants must have a heavy, fibrous root system and dormant buds at the time of planting. J. All plants must have average height and spread proportions and branching habit in accordance with the appropriate sections of the ASNS. K. All plants which have girdled roots, stem, or major branch, have deformities of the stem or major branch, lack symmetrical growth habits, have dead or defoliated portions, or have any defect, injury, or conditions which in the sole opinion of the Landscape Architect renders them unsuitable, will be rejected. L Balled and burlapped plants must have a solid ball of earth of minimum specified size held securely in place by burlap and stout rope. Oversized or exceptionally heavy plants will be accepted provided the size of the root ball or spread of the roots ia increased proportionally. Root balls must be tight, unbroken, and free uf weed or foreign plant growth. Root balls shall have the following depth-to-d ia meter ratios: root ball diameters of less than 20" = minimum depth of 75% of the diameter; root ball diameters of 20" to 30" = minimum depth of 2/3 of the diameter; root ball diameters over 30" = minimum depth of 60% of the diameter. M. Plants delivered as a single unit of 25 or less of the same size, species, and variety must be clearly marked and tagged. Plants delivered in large quantities of more than 25 must be segregated as to variety, grade, and size, and 1 plant in each 25 plants, or fraction thereof, of each size, species, and variety, must be togged. N. Plants stored under temporary conditions will be the responsibility of the Contractor and must be protected at all times from extreme weather conditions by insulating the root balls with sawdust, noi|, mu|oh, or other approved measure. Plants stored on paved areas must be separated from the pavement with an insulating layer. O. Protecting stored plants from theft or vandalism will be the sole responsibility of the Contractor. Any stolen plants will be replaced at no cost tothe Owner. 2.3 Miscellaneous Materials A. Mulch. Shredded native mulch applied to a depth of 4" beneath all new trees and 4" beneath all shrubs. B. Stakes. Sound new hardwood, treated softwood, or redwood stakes, free of knot holes and other defects, or metal stakes. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, minimum 12-gauge. with zinc-coated turnbuckles. Provide minimum %" diameter rubber or plastic hose, cut 0orequired lengths and of uniform color, material, and size, to protect tree trunks and branches from damage by wires. All new trees are to be staked. C. Anti-Deaaioont Emulsion type, film-forming agent designed to permit transpiration but retard excessive |000 of moisture from plants. Deliver in manufacturer's full identified containers and mix in accordance with manufacturer's instructions. D. Plastic trunk protectors: Provide ArborGard+. AG0-4+by Deep Root Partners, L.P. (or oqua|). (1-80U-458-7868)to protect new trees from damage by string trimmers and mowers. 31 Inspection A. Inspect existing site conditions and progress of other trades before commencing landscape installation B. Verify that construction has progressed to a point at which the landscape will not be adversely affected by subsequent construction and that existing conditions are acceptable for landscape installation. C. Report adverse conditions to the Landscape Architect and do not proceed with the work until adverse conditions have been rectified. D. Commencement of the landscape installation will constitute acceptance of the site conditions without 3.2 Preparation ofSubsoil A. Inspect subsoil for the presence of objectionable materials such as rocks (2" diameter and greater), concrete waste, building dobha, weoda, gnaaa, and other material that would be detrimental ho the growth of plants and turfgraoa. Protect existing underground improvements from damage. B. Cultivate the subsoil to a depth of 3" or, if the subsoil is compacted due to heavy equipment traffic or ahorage, cultivate to m depth of 6". 3.3 Spreading Topsoil A. See lawn installation for topsoil spreading procedures inturfqrannareas. B. Spread topsoil and planting mix to required finish grades. Fill turfgnaaa areas with topsoil hoominimum depth of4." C. Cultivate with a mechanical tiller to break up clods and cultivate by hand in inaccessible areas. Rake until the surface iasmooth. U. Remove from the site any foreign or objectionable material collected during cultivation. E. Grade to eliminate rough spots and low spots where ponding may occur, maintaining smooth and uniform grades that will encourage positive drainage. Continue to grade the topsoil until itia firm and settled with a smooth surface, watering, drying, and re-grading aonecessary. F. The landscape Contractor is solely responsible for ensuring positive drainage regardless of the condition of the eubgnado. If extreme pr objectionable conditions exist, notify the Landscape Architect before proceeding. G. Mix the specified soil amendments and fertilizers with topsoil at the specified rates. Do not mix fertilizers unless planting will follow the spreading of topsoil or planting mix within 48 hours. H. All planting areas must be prepared so that they remain free of debris and weeds until planting occurs. |. Weed control in the planting areas will consist of killing all weeds and maintaining a weed-free condition in accordance with the weed control program until completion cf the project. J. Protect adjacent plants from damage due to overspray of weed control chemicals. 3.4 Planting A. The Contractor will begin planting when other work divisions such as topsoil spreading have progressed sufficiently to permit planting. B. Planting will occur where it is shown on the Contract Documents unless obstruction overhead or underground are encountered or where changes in construction have been made. Prior to the excavation of shrub or tree pits, the Contractor will locate and identify all underground utility lines, electrical cables, irrigaUnn lines, and conduits. |f such obstructions are found, promptly notify the Landscape Architect and do not proceed without clear direction. C. No planting pits will be excavated until the proposed locations and plant sizes have been reviewed and approved by the Landscape Architect. Each plant will bo planted inan individual pit dug with straight vertical sides. All plants will be set such that their original soil level is equal to the ultimate finish grade. No filling will be done around the trunks and stems. All ropes, wires, staves, etu.. will be removed from the sides and top of the root ball and removed from the pit before filling. Burlap will be properly cut and removed from the sides of the root ball. When a depth is specified for the plant pit, it will be construed as the depth below adjacent finish grade. Excess excavation from plant pits shall be either used elsewhere or removed from the site entirely. D. The Landscape Architect will review and approve the location and orientation of all plants prior to excavation of their pits. All trees will be planted in pits a minimum 24" greater in diameter than the container size or spread of their roots. In the event that solid rock is encountered in the bottom of the pit, break up and loosen the sides and bottom of the pit ao that water will drain effectively. The pit will bea minimum ofQ" deeper than the depth of the root ball and will have a crown from the middle to the sides in order to direct drainage away from the root ball. Place planting mix in the bottom of the pit and tamp down bo prevent settling. Backfill the pits with planting mix in layers no greater than 9" and tamp down to avoid settling. Provide enough planting mix to bring to finish grade and form a saucer with a minimum 4" lip around the perimeter of the tree's root ball ao water will pond and soak into the root ball. E. Stake trees immediately after planting, then remove the stakes after one (1) year. F. If deciduous trees are planted in full-leaf, spray with anti-dessicant to provide an adequate film over the trunk. branches, stems, and foliage. G. Shrubs will be planted in pits minimum of12" greater in width than the diameter of the root ball or container. In the event that solid rock is encountered in the bottom of the pit, break up and loosen the sides and bottom of the pit ao that water will drain effectively. The depth of the pit will be sufficient hoaccommodate the root ball and to set the plant at finish grade. Backfill the pit with planting mix, tamp down and settle thoroughly, bring to finish grade, and form a slight saucer to hold additional water and soak the root ball. After planting has been mpprovod, apply bark mulch to a depth of 2" around all plants in the planting area.. N. All ground cover material will be planted aofollows: 1. One gallon material will be planted the same aa one gallon shrubs. 2. 4" pot material will be planted in pits the same size as or larger than the root system, then firmly tamped by hand and watered in using a fine spray. 3. Where settlement occurs, backfill with additional planting mix to cover exposed roots and to bring to finish grade. 4. After planting has been reviewed and approved, apply decomposed granite to a compacted depth of 2". 5. Thoroughly water each plant using a root stimulator solution (Green Light or equal) mixed according to the manufacturer's recommendations. 8. Neatly prune and/or clip each plant as necessary to preserve the natural character. Conduct all pruning with sharp, clean tools and clip bruised or broken branches with a clean cut. Paint pruning cuts 2"indiameter and larger with an approved tree wound paint. 7. Apply water as required to keep the mulch damp at all times during germination and initial growth period orao directed by the Landscape Architect. 3.5 Lawn Installation A. Do not commence lawn installation until after the irrigation system has been completely installed and is operational. B. Do not commence any lawn installation until the Landscape Architect has reviewed and approved all areas prepared for sodding. 3J6 Sodded Lawns A. Prior to spreading topsoil and in all areas to receive lawn, cultivate the subsoil to a minimum depth of 4". Cultivation may be conducted by disc, spring tooth harrow, rototiller, or similar mechanical means, and should be done ina direction perpendicular to the natural flow ofwater. B. After the topsoil has been spread, mechanically till the area toa depth of4". then roll rake and drag ho remove all large clods, rocks, debris, and litter over 1"indiameter. Dispose of clutter atan off-site location. C. Using a |ighhweight, water-filled noUer, roll the raked topsoil in two (2) opposite directions. D. Rake the rolled topsoil to a smooth, level surface, removing ridges and filling depressions. Remove all remaining rocks and debris over 1"indiameter. E. Hold the finish grade 1-1/2" below adjacent curbs, sidewalks, paving, and other hard surfaces. F. Apply the fertilizer ata rate of2 |bu. per 1000 SF. G. Rake the fertilizer into the surface soil ota depth of1/2''b>1^ H. Roll the fertilized topsoil in one (1) direction, water lightly of the surface soil is dry, then allow to dry. |. Lay the sod within 24 hours ofstripping. Working from plywood boards ho avoid disturbing the topsoil or sod, but the ends and sides of sod strips without overlapping, stagger strips to offset joints in adjacent courses, and tamp or roll lightly ho ensure good contact with the surface soil. Sift topsoil into minor cracks between sod pieces, then remove excess from the top. Do not lay dormant sod. J. On slopes in excess of2U%(51), anchor sod with wooden stakes. K. Water sod thoroughly with a fine spray immediately after application. L Erect a barrier of stakes and ropes around the perimeter of the sodded areas and post warning signs to deter foot traffic. M. Water as necessary to keep the sod damp at all times through germination and initial growth period. 37 Cultivation and Cleanup A. Upon completion of the planting, all excess material shall be removed and disposed of at a location off-site. Bring the finish grade in planter areas to a uniform grade, 1-1/2" below all adjacent paving or hard surfaces. Loosen the soil surrounding each individual plant toa distance of three (3) feet around each new tree and large shrub and 12" around each new small shrub and ground cover. 3.8 Maintenance and Restoration A. The Contractor will ensure adequate and proper care of all plants and work done on this project until final acceptance, but inno case less than 3U days following Substantial Completion. This will include keeping all plants in o healthy growing condition by watering, cultivating, pruning, and spraying, keeping the planting areas free from insect infestation, weeds and grass, litter, and debris, and retaining the finish grade in a neat and uniform manner. Plant crowns, runners, and branches will bo kept free of mulch ot all times. B. Protect all lawn areas from vehicle and pedestrian traffic. C. Repair all sod areas damaged by any cause prior to final acceptance. O. The lawn establishment period will begin immediately after the lawn planting area has been accepted by the Landscape Architect, will extend for m minimum of30 days or until the end of the contract, and will consist of caring for all lawn areas within the project limits ofwork. E. During the lawn establishment period, the Contractor will be responsible for ensuring healthy growth of theturfgraoo. This responsibility includes all labor and materials necessary keep the project in a presentable condition, including, but not limited to, litter removal, mowing, trimming, weed control, removal of grass clipping, edging, and any necessary re-sodding and repair. F� During the lawn establishment period the Contractor will as often as conditions dictate mow the turfgrass hoa cutting height of1-1/2" The turfgrass shall never exceed 3" in height and all clipping will be removed from the site. G. During the months of March through September, the Contractor will edge at least once every month or an directed by the Landscape Architect. H. During the months of March through September, the Contractor will apply water to sodded areas at an even rate of 1 " of water per week, although the Landscape Architect may change this rate as conditions warrant. |. Final acceptance of the lawn areas will be based on he presence of a uniform stand of grass at a uniform grade ai the time of final inspection. Areas 24" square and large that are bare, have a poor stand of grass, or have an finish grade that is not uniform will be at the Contractor's expense re-graded, re-sodded, and fertilized ao specified herein. J. Upon completion of the initial planting, the Landscape Architect will make an inspection of all plantings and notify the Contractor in writing of any replacements or corrective actions necessary to meet the provisions of the Contract Documents. The Contract will then replace all the rejected or missing plants and perform the specified corrective measures. K. All replacement plants will beof the same species, size, and quality. All rejected plants will bareplaced within 30 days ofnotification. 3.9 Acceptance A. Upon receipt ofo written request from the Contractor at least seven (7) prior, the Landscape Architect will inspect the planting and maintenance to determine its completion and the beginning of the guarantee period. All plants must be alive and healthy in order for the installation to be considered complete. Where inspected work does not comply with the requirements of the Contract Documents, replace rejected work and continue to perform the specified maintenance until the Landscape Architect re-inspects the work and finds it acceptable. Remove rejected plants and materials from the site. END OF SECTION pu*Nm|wo LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING /4ao7 San Pedro Ave. Suite 2oo San Antonio, Texas 78232 u/o.oa/.asa* jvob/nmn«ghorizonam/on-,a.com The u5cru[thi5 file nqrce5 to ase mrall rc5pun5bht� for an rnoJ|ficat&5 to oru5eo[th|s draw|mq filetha­L |5 |ncon5|5i�� with the re4V|remcnt5ufthe rulesanj Pequlot|onsnfthe TeKa5�m3rJo[Archi-L-ctural Fxam|nar5 @uperscmm3q moku mnq mod|ficat|unstn{h|s electronic Jraw|nq file witlhout the [anJscape Archii�ect s eKpre55 written punn|ss|on 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 PROJECT -ockAwa Storage wuilding Addition 200 Roy Richard - Dr. Schertz, TX 78154 REVISIONS PROJECT NUMBER 2019--212 Drawn By: j Checked By: 'r Sheet Title: Sheet Number: Issue Date: LmyA9019M EXISTING PROTECTED TREE INVENTORY May 27, 2020 PRESERVED PROTECTED PROTECTED HERITAGE HERITAGE TAG# SPECIES SIZE REMOVED PRESERVED REMOVED EXEMPT • TOTAL CAL. INCHES ON -SITE: 157 TOTAL EXEMPT CAL. INCHES ON -SITE: 0 PROTECTED CAL. INCHES ON -SITE: 157 Protected Cal. Inches Preserved: 157 Protected Cal. Inches Removed: 0 Protected Class Mitigation Due (1:1): 0.0 HERITAGE CAL. INCHES ON -SITE: 0 Heritage Cal. Inches Preserved 0 Heritage Cal. Inches Removed 0 Heritage Class Mitigation Due (3:1): 0.0 Overall Preservation Ratio: 100.00% Required Overall Preservation Ratio: 25% TOTAL MITIGATION DUE: 0 ®Ifw'ti�iiillllllllll�� �'iiPii- i�ii����� ©t 111,_111, I■I�I■I■■ ® � ' 1�1�1 ��+� ■ I' I' I'I'I'I'I'I'I'I'II''II''IIII„11,_111, X11111111111 TREE PRESERVATION SUMMARY TOTAL CAL. INCHES ON -SITE: 157 TOTAL EXEMPT CAL. INCHES ON -SITE: 0 PROTECTED CAL. INCHES ON -SITE: 157 Protected Cal. Inches Preserved: 157 Protected Cal. Inches Removed: 0 Protected Class Mitigation Due (1:1): 0.0 HERITAGE CAL. INCHES ON -SITE: 0 Heritage Cal. Inches Preserved 0 Heritage Cal. Inches Removed 0 Heritage Class Mitigation Due (3:1): 0.0 Overall Preservation Ratio: 100.00% Required Overall Preservation Ratio: 25% TOTAL MITIGATION DUE: 0 EXISTING TREE PRESERVATION AND REMOVAL NOTES: 1. UNLESS OTHERWISE SPECIFICALLY INDICATED, THIS DOCUMENT SHOWS ONLY EXISTING PROTECTED -SIZE TREES AS DEFINED BY THE CITY OF SAN ANTONIO UNIFIED DEVELOPMENT CODE (THE "UDC ") IN EFFECT ON THE DATE HEREOF. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR INSPECTING THE PROJECT SITE AND DETERMINING FOR HIMSELF IF OTHER EXISTING TREES, SHRUBS, OR VEGETATION ARE PRESENT WHICH MUST BE REMOVED IN ORDER TO CONSTRUCT THE IMPROVEMENTS PROPOSED HEREBY. 3. BY ACT OF SUBMITTING A BID TO REMOVE THE EXISTING TREES SHOWN ON THIS PLAN, CONTRACTOR WARRANTS THAT HE (A) HAS PERSONALLY VISITED THE PROJECT SITE, (B) HAS INVESTIGATED THE EXISTING CONDITIONS SUFFICIENTLY TO DETERMINE WHAT, IF ANY, ADDITIONAL EXISTING TREES, SHRUBS, AND VEGETATION MUST BE REMOVED IN ORDER TO CONSTRUCT THE IMPROVEMENTS PROPOSED HEREBY, AND (C) HAS A CLEAR UNDERSTANDING OF THE TERMS "PROTECTED TREE, SIGNIFICANT TREE, HERITAGE TREE, AND FLOOD PLAIN, AND OF ANY OTHER CITY GUIDELINES, STANDARDS, AND REQUIREMENTS WHICH MAY IMPACT REMOVAL OF THE EXISTING TREES DEPICTED ON THIS PLAN. 4. IN THE EVENT CONTRACTOR ENCOUNTERS ADDITIONAL EXISTING TREES, SHRUBS, AND VEGETATION NOT SHOWN ON THIS PLAN, BUT WHICH MUST REASONABLY BE REMOVED IN ORDER TO CONSTRUCT THE IMPROVEMENTS PROPOSED HEREBY, CONTRACTOR SHALL REMOVE THE ADDITIONAL EXISTING TREES, SHRUBS, AND VEGETATION AT NO ADDITIONAL COST TO THE OWNER, SUBJECT TO ANY APPLICABLE REQUIREMENTS, GUIDELINES, STIPULATIONS, OR APPROVALS ENFORCED BY THE CITY OF SAN ANTONIO. METAL POST W/ PROTECTIVE FENCING 1 5' -0" MIN. DISTANCE I V -0" PER CAL. OF TREE NOTES: 1. LANDSCAPE SUBCONTRACTOR TO PROVIDE PRUNING AND FERTILIZATION FOR ALL EXISTING TREES TO BE PRESERVED BY A CITY OF SAN ANTONIO TREE MAINTENANCE LICENSED AND I.S.A CERTIFIED ARBORIST. 2. APPLY APPROVED SLOW - RELEASE FERTILIZER INJECTED INTO SOIL BEFORE CONSTRUCTION COMMENCES AND AGAIN AFTER CONSTRUCTION IS COMPLETE. 3. ALL PRUNING OF EXISTING TREES MUST COMPLY WITH THE CITY OF SAN ANTONIO'S APPROVED PRUNING DETAIL AND IS TO BE DONE UNDER THE FIELD DIRECTION OF THE OWNER AND /OR LANDSCAPE ARCHITECT. 4. PROTECTIVE FENCING MUST BE IN PLACE BEFORE ANY CONSTRUCTION ACTIVITIES MAY COMMENCE. 5. PROTECTIVE FENCING TO BE A MIN. 4' -0" HT. EXTENDING FROM TRUNK 12" PER CALIPER INCH OF TREE (MINIMUM 5'4" ON ONE SIDE ONLY). THE OPTIMUM DISTANCE IS TO INSTALL FENCE DIRECTLY BENEATH DRIPLINE OF TREE AS SHOWN. 6. PROTECTIVE FENCING TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY OWNER AND /OR LANDSCAPE ARCHITECT. 7. DURING CONSTRUCTION, NO EXCESS SOIL, FILL MATERIAL, EQUIPMENT, LIQUIDS, OR CONSTRUCTION DEBRIS SHALL BE PLACED WITHIN THE PROTECTIVE FENCING, NOR SHALL ANY SOIL BE REMOVED FROM WITHIN THE FENCING. 8. APPLY COARSE GROUND OR SHREDDED ORGANIC BARK MULCH TO 6" DEPTH @ ALL EXISTING TREES TO BE PRESERVED. 9. THE PROPOSED FINISH GRADE WITHIN THE ROOT PROTECTION ZONE ( "RPZ ") OF ANY TREE TO BE PRESERVED SHALL NOT BE RAISED OR LOWERED MORE THEN THREE (3) INCHES. TREE PROTECTION DETAIL NOT TO SCALE PRUNING NOTES: 1. ALL PRUNING IS TO BE DONE BY A LICENSED ARBORIST UNDER THE FIELD DIRECTION OF THE OWNER AND /OR LANDSCAPE ARCHITECT. 2. WHERE FEASIBLE, PRUNE TREES BEFORE COMMENCEMENT OF CONSTRUCTION. 3. PAINT ALL WOUNDS ON OAK TREES WITHIN 30 MINUTES OF PRUNING. B A C� \ BRANCH COLLAR MAIN STEM A= E � A B c BRANCH COLLAR FIRST CUT. TO PREVENT BARK FROM PEELING WHEN THE BRANCH FALLS. SECOND CUT. TO REDUCE THE WEIGHT OF THE BRANCH. FINAL CUT. ALLOW FOR A HEALING COLLAR BUT DO NOT LEAVE A STUB. TREE PRUNING DETAIL NOT TO SCALE )' ■ R I Z ■ ■ ■ u E L PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com 5.29.20 The user of this file agrees to assurne all re5por5 bht� for anq modifications to or use of this drawing file that is inconsistent with the requirements of the Mules and Pequlat&5 of the Texas �oarJ of Architectural Examiners, No person maU make anu modifications to this electronic Jrawinq file without the Landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 PROJECT • • a • • Zuilding ddition ►•• M• 1.1 IN REVISIONS PROJECT NUMBER 2019 -212 Drawn By: jv Checked By: jr Sheet Title: 1 Sheet Number: Issue Date: H R R 1 Z O N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com fDSCgpF Q '99 Nj. 375 �co OF 5.29.20 The user of this file agrees to assurne all resporsibilit� for anq rnoclifications to or use of this drawing file that is inconsistent with the recuiremerrt5 of the Mules and I'eoulations of the Texas hoard of Architectural kxamirers, No person maU make anu modifications to this electronic drawing file without the Landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 PROJECT -ockAwa Storage Ill Zuilding ddition 200 Roy Richard Dr. Schertz, TX 78154 REVISIONS PROJECT NUMBER 2019 -212 Drawn By: jv Checked By: jr Sheet Title: RNALRGRD TREE PRESERVATION PLAN Sheet Number: TP14ol Issue Date: May 29, 2020 Z a Q I a 0 U w v ..o 1 i a „ M o m� °T N Q of M U ni NOTES L THE SUBJECT PROPERTY IS CURRENTLY ZONED GB AND IS 36.29 ACRES. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240_& 220 , DATED N.T.S. November 2, 2007, IS LOCATED IN ZONE(S) AE & X AND IS WITHIN THE 100 -YEAR CITY HALL ` FLOODPLAIN. OP ����'����� SITE 3, EXISTING MANHOLE INVERT ELEVATIONS MUST BE FIELD VERIFIED BEFORE 1b .„ a / I CONS`T'RUCTION. 4, FIRE MAIN EXTENSION MUST MEET CITY OF SCHERTZ REQUIREMENTS FOR MATERIALS AND SPECIFICATIONS. LOCATION MAP N.T.S. Curve Table Curve # Length Radius Delta Tangent Chord Chord Bearing C1 101.32' 129.00' 45'00'00" 53.43' 98.73' N8433'1 8"E C2 83.15' 180.00' 26'28'06" 42.33' 82.42' S86'11 0'45"E C3 370,45' 3816.77' 5'33'40" 185.37' 370.30' S80'58'50 "W Line Table Line # Length Direction L1 41.48' N62.03' 18 "E L2 13,99' S72'56'42 "E L3 131.91' S86.29'21 "E L4 38.49' S7'51'26 "W L5 22147' S86 "56'45 "E L6 172.06' S5'46'43 "E L7 273.94' N84'1,3'1 7"E L8 139.31' S5'46'43 "E L9 306.33' N82'30'11 "E L10 97.77' S47'57'28 "E L11 41.96' S5'46'43 "E LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY — EXISTING BUILDING w EXISTING WATER LINE ss EXISTING SANITARY SEWER LINE EXISTING PARKING STRIPE EXISTING RAILROAD TRACKS -- — — — EXISTING EASEMENT O FOUND 1/2" IRON ROD 0 SET IRON ROD WITH YELLOW CAP ss BUILDING WATER LINE SANITARY SEWER LINE – — — — — — — — — — – GVEC ELECTRIC EASEMENT PARKING STRIPE EDGE OF CONCRETE LANDSCAPE AREA 100 0 100 200 Scale: V= 100'(22 x 34) 1" = 200'(11 x 17) � � �— - Yom_ ^ ti 1 — �• r^ rT f l v.-^ f �.- -. - -1_' _ 1- 1 \1 ...-,- —`. -- -"-^- � � � ............._ .-..._. ...___._. . - -___ _. —.. . ---' -- -" - -- • ~- .-- �--� /v — — — � � i573NG 1 W l'F[ #iF7GDP4/UN 20' UTLLITY EASEMENT 1 \ � �"`~ "•may. -•- - " � \ - ..�_ f ';7 - ` \ i.` 1_ "� -_` � �`t �� ( l\ VOL 7. PG. 166 �� 1•` 1 25' INGRESS /EGRESS EASEMENT � VOL 7, PC. 166 25' INGRESS /EGRESS EASEMENT �. - 'qi• _. `` ` , ��� ~ \` \~ \ \ VOL J, PG. 166 \ NO FLOOI .` 20' scFNlc AND L1RIm EASEMENT VOL 7. PG. 166 10' GVEC ELECTRIC EASEMENT ` �- -�� ` 1 1 , 65 LF. - 8: C900 PVC WATER MAIN (PRLYATE) 11 15. INGRESS /EGRESS EASEMENT Z y 70 LF. - 2 DOMESTIC WATER VOL 653, PG. 801 75 LF. �- 2- V) DOMESM WATER ` t r SINGLE STORY 72 LF. - 8' C900 PVC WATER MAIN (PRIVATE) 1 1 1 67 LF - 2' DOMESTIC WATER 30' WATER LINE EASEMENT B 1 8 BEND MI) CLIMATE CONTROLLED \ ��{�` �� \ \ \ VX \ \ FlRE LINE EXTENSION (PRIVATE) 61 LF. n 2" DOMESTIC WATER VOL 1618, PG- 346 t \ 1 1 6'x6' TEE. M.J. STORAGE BUILDING \ 8* C cur IN , MJ,R TEE ` !C ` 1 1 —� 1 H 6' cATE VALVE, a. Sf�1fGL STORY •V B' GATE VALVE, M.J. 20' UTILITY EASEMENT •�% \ i VOL 7, PG. 166 L1 �� 70 LF. 2' OOMESRC WATER 1 2 ' WATER LINE EASEMENT 1 •� VALVE EipX 14 LF •- 6' G900 PVC STORAGE BUILDING 1 B x6 TEE. M.J. CLIMATE C�ITROLLED 6'' 17 Lf � e- GsoG PVC DOMESTIC WATER LOOP �-�. 70 LF• r e" C9D0 PVC WATER MAIN ( PRNATE) VOL 8, PG. 205 1 •- FIRE HYDRANT. COMPLETE I •� B x6 TEE. M.J. U \ 1 � VALVE E V 1 � 6" GATE VALVE. M.J. 1 �y"`� 1 5 1 3 6• GATE YALYE. M.J. 1 H FIRE NYDRA.NT. COMPLEEE • 2' SERVICE WITH CORP ST0 � G - f _ C C 715 LF s' 0900 LwMrsTER do iI I E HYDRANT, COMPLETE (PER COS DETAILS) ,� � 3 N80'35 1 2'� 5`75•�V —j-:L- yPVC WATER MAIN (PRNA DUMPSrER ENCLOSURE .f 272 LF. - 2' flgA�IESTIG WATER • METER TO BE LOCATED IN, 1 \� `. 2" DOM c WA -�'� ' -- ~__ n I g a " -� ^� -�►`i '� -�. r- _ -" - - -� I V V 4� 1 271 LF. - 2" DOMESTIC WATER \ \ \ \ — — \ \� \1 3 1 7 709, — EXISTING 1G' GVEC ELECTRIC EASEMENT a - ��� J \ 1 \ 7�5 LF. 2' ETOM __ 11 1 1 M.. \ E ! ESTIC WA 1'i I 2 2" 1 4 BEND, M.J. 1• \ \ 10' GVEC ELECTRIC 1 N EIGSONG 6' W.L \ \ l \ W -_.. } 1 2" 1 i6 8EN M.J. � � 1 � � \\ r\ \ \i r `\ \ \\ _ j� T }' f 3 LF � 2° IK7MESTIC WATER 1� �J �. - ..__. 2 - a' 1 16 BET<D_M.J,- I , \ \� \. \ \ ! \ \ \ 1 \ii\ \ ; �\ T99 LF.�_•W �� ' I f I I( RNA LF. 6 1 ISTIFLOW VALVE E -- '- -� \ -- -- -- -- -- - - - _.._ .__. - -._ ..-.. -_ 1 \�. \ \ \ � ATER taAIN P 29w LF. g• Mu PVC WATER jj w F 20' WATER LINE EASEMENT r 49T LF, h s" � (PR L _ _- _._ - - - -- - - -- - -- -- - -- -- -, / / �, \ O WATER (PRNAIE) FW NAPE) j 1 \ W5TING.! ,f"AY APRON V `f r i EXISTING 10' GVEC ELECTRIC EASEMENT _ VOL 8, G. 205. � � I - - - -..- _.I� \:•.! ; / ! � / � r0 i 8 BENU. M.J. F 1...., _.._. _.__ - -_ - - J ` -( ' ' /f 71 1/ ! , / // // 1 8" 1/B BENU. M.J. ' 2 _ 7_L/ 2" DOMESTIC C"��- �.�--- t� -.-. 1� 1 ,.. 7 LF. 8- C900MPVC WATER MAIN � \\ \ ` 1 , 4 \ L I A r -�(- T- 3= p W 1 1 \ \ M.J. 2• DOMESTIC WATER _� LF. 8" C900 PVC f N -• 1 -- - --- - - -_ - - .-.... �. _ -� -. , \ \ \ \ LF. •,• 2. DOMESTIC WATER �- �. 3r/4 BENn,.M.J. J \\ / 1 L.F. 8' 0900 PVC / z" 1/8 BEND, M.J. 1! / , J EXISTING 10' GVEC ELECTRIC FAIfNC " 8" 8 BEND � /l EXISTING 10' GVEC ELECTRIC EASEMENT 711 _ __ — — _ _ _ _ _ n_ __. - -�—f j- 1 1 T1 w EXISTING 373 LF. B" C9o0 Pvc wA ,/ i� I / �"- :/ _..._ _._- _.._ _.._. - ...._ - - ._._ __ - .-. __.S 1 T.-. .-. -..f ...- _ -- - - -. - -. _- - '-- -- - -I ` 1 WATER lIN F{,l TER MAIN ( PRNATE) m \` \\ \ '� / 25�SEWEE kASFM T r t 1, ` 53 LF. ry s' c9GU we FW FW Vp h97 PG. /64 / j WATER MAIN PRNATE). , - i \\ \� a / / \\ \ .� / ,-� 1 ^'�?/8 BENn. M. i 1 \ ` \ •� Ex151'INC 10' G4/E.ELECTRIC EASEMENT Q- -' _ - - - % /-y -- /=I' -' r — \ '\ i, \ \1'� a' i /a`BEafD. M.a. � XISTING DRIVEWAY, RON } I / � EXESTING 10' GVEC ELECfRIC�EASEMfMM' _XI5TING 100 -YR Fl. PLWN \ / EXISTING 14' GVEC ELECTRIC EASEMENT / �� - -� 5 CA 1 1 1 C3 , W` —! _-_ _° ��\ r/ SE�NS�LINE'E7�SEMENT ASE11 €NT S84'1 W �— --- . 4978, PG. 642 �� -� `---- 20' r� W1 7,166 3 17 W 385.00' 30' WATER LJNr-D� DEMENT W �_.._ VOL 1618. PG. 346 -�- W ' \\\VOL �I� �� -- / — - — — — -- ---- — — — �-` �S841 3' 17 'W T 199.62' W f W�� _ -� - ^ -� 30' WATER LINE EASEMENT ' --- .�� EXISTING RAILROAD TRACKS �...- �� VOL--U18-R9-.34G 346 �- �, 1 584 13 17"W 401.85' -� L / - -- RECORD - OWNERS,/DEVPLOPERS: 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949- 275 -1955 949-- 275 --1955 r BEING 13.74 ACRES OF LAND, MORE OR LESS, OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING 6.78 ACRES OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND 13.74 ACRES OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. V cV H d Q 15 ROBERT DON McCRARY • 34539 •• � ��G1sTEg /'ylttI hww- PrA U) LLI Q O <> C/) U U 0 co > W r 7 u? LLj C7 p `O U m %) c� w I-- -4 z z 1]f] Q ©Z 04 '1 ® LU F-) U) v SHEET C3.00 w DRAWN BY: { CHECKED BY: J. MGNEW I E1M DATE PROD. NO. December 2020 19026 NOTES: PVC PIPES AND FITTINGS SIX INCHES (6 ") TO FIFTEEN INCHES (15 ") IN DIAMETER SHALL CONFORM TO ASTM D -3034. PVC PIPES AND FITTINGS EIGHTEEN INCHES (18 ") TO TWENTY -SEVEN INCHES (27 ") IN DIAMETER SHALL CONFORM TO ASTM, F -679. THIS INFORMATION IS PROVIDED AS A REFERENCE_ ALL DEFLECTION TESTING SHALL BE DONE IN ACCORDANCE WITH MINIMUM LENGTH TCEQ RULES AND REGULATIONS, TAC CHART TITLE 30 PART I CHAPTER 217.57. 1/2" ANGLE IRON (9 REQ'D) 114" DI mill4u IYImur- I-f 112" STEEL PL, TRIM ENDS OF ANGLES TO FIT WELD TOGETHEI, SIDE OR TOP VIEW END VIEW DIA ,ID OFF CORNERS MARK O.D, NOTE: ALL MANDRELS MUST BE APPROVED BY CONSTRUCTION INSPECTIONS AND STAMPED BEFORE USE. DEFLECTION TESTING MANDREL x Ti kJ_y(C1H[1E1RZ F7Z [. . COMMUNITY* SERVICE * OPPORTUNITY ENGINEERING AND PUBLIC WORKS DAIS: 511011 USG \. 33Y: ENG. DIl1NNtlY: IlC1' SBGI:T,\V: 3 €65 BARS LOCATED MID DEPTH FINISHED GRADE C . COVER TO BE LABELED "WATER" (NON- STREET 6" CONCRETE COLLAR APPLICATION) AROUND VALVE BOX 6" j MIN. 4° MIN. 6" DI PIPE (IN ONE PIECE) M 2" SCL OP NUT SECTION B -B (NOT TO SCALE) ASPHALT OR CONCRETE SURFACE 3000 PSI CONC. TYPE "A" VALVE BOX ASSEMBLY GATE VALVE WATER MAIN CONCRETE BLOCKING. DO NOT BLOCK DRAIN HOLES. MANDREL O.D. RING O.D. SIZE A u 0 A (SDR 26) (SDRS 26) 6" 4.0" 4.5" 5.50 4.79 8" 5.5 6.0" 7.37 6.66 10" 7.0" 7.5" 9.21 8.50 12 8.0 9.0 10.96 10.25 15" 10.0" 11.0" 13.42 12.71 18" 12.0" 13.5 - - z1" 14.0" 16.0" - - 24 16.0' 18.0 - - 27 18.0" 20.0' - - NOTES: PVC PIPES AND FITTINGS SIX INCHES (6 ") TO FIFTEEN INCHES (15 ") IN DIAMETER SHALL CONFORM TO ASTM D -3034. PVC PIPES AND FITTINGS EIGHTEEN INCHES (18 ") TO TWENTY -SEVEN INCHES (27 ") IN DIAMETER SHALL CONFORM TO ASTM, F -679. THIS INFORMATION IS PROVIDED AS A REFERENCE_ ALL DEFLECTION TESTING SHALL BE DONE IN ACCORDANCE WITH MINIMUM LENGTH TCEQ RULES AND REGULATIONS, TAC CHART TITLE 30 PART I CHAPTER 217.57. 1/2" ANGLE IRON (9 REQ'D) 114" DI mill4u IYImur- I-f 112" STEEL PL, TRIM ENDS OF ANGLES TO FIT WELD TOGETHEI, SIDE OR TOP VIEW END VIEW DIA ,ID OFF CORNERS MARK O.D, NOTE: ALL MANDRELS MUST BE APPROVED BY CONSTRUCTION INSPECTIONS AND STAMPED BEFORE USE. DEFLECTION TESTING MANDREL x Ti kJ_y(C1H[1E1RZ F7Z [. . COMMUNITY* SERVICE * OPPORTUNITY ENGINEERING AND PUBLIC WORKS DAIS: 511011 USG \. 33Y: ENG. DIl1NNtlY: IlC1' SBGI:T,\V: 3 €65 BARS LOCATED MID DEPTH FINISHED GRADE C . COVER TO BE LABELED "WATER" (NON- STREET 6" CONCRETE COLLAR APPLICATION) AROUND VALVE BOX 6" j MIN. 4° MIN. 6" DI PIPE (IN ONE PIECE) M 2" SCL OP NUT SECTION B -B (NOT TO SCALE) ASPHALT OR CONCRETE SURFACE 3000 PSI CONC. TYPE "A" VALVE BOX ASSEMBLY GATE VALVE WATER MAIN CONCRETE BLOCKING. DO NOT BLOCK DRAIN HOLES. �o o� Li � Q ELEVATION USING NEW PIPE AND A 90, BENDS COLLAR CASTING. U u 0 A � 5. REINFORCING STEEL SHALL MEET SPECIFICATIONS. w v 6• VALVES WILL BE ACCOMPANIED BY A "V" ETCHED INTO CURB I FACE PAINTED BLUE SAS kPUR,1T6V Q" � 3 U 1 4 a�a4 6 3" CLEAR O 2 o ti 0 15 TYP• 4 18" 1 14 FL LL 1 10 6" TYP. PLAN SELECT MATERIAL INTFG RAL STDRZ OF 18" ABOVE GRADE, MAXIMUM 24% F- gUICK CONNECT In FIRE HYDRANT INSTALLATION IL O ELEVATION CONCRETE 2112 "HOSE CONNECTION _ o ` ' op °4aa x oho a PATCH Q NOTES: F- 0 °o - GRADE m_ 1. SUBGRADE SHALL BE COMPACTED AS 00 v' CONCRETE COLLAR PER SPECIFICATIONS. 0 45° �/ j\ 6'` a 2. VALVE CASTINGS SHALL BE ADJUSTED G BLOCI4 FIRE FT. MIN.) 1. APPOVED MANUFACTURERS: MUELLER, KENNEDY, CLOW LINE Q TO GRADE AFTER FINAL LIFT OR FINAL ,. _ .:. • & HYDRANT WITH 2 EAST JORDAN- CU- FT, OF CONC-2 ALL FIRE HYDRANTS ARE TO BE EQUIPPED WITH AN INITIAL BACKFILL GRADE IS IN PLACE. VALVE BOX (PLASTIC BETWEEN INTEGRAL STORZ HYDRANT QUICK CONNECT ON THE 3. CLEAN VALVE BOX OF ALL DEBRIS DOWN Ia1fUN & NIPPLE 3- A BLUE TYPE II REFLECTOR PAVEMENT MARKER SHALL BE ANCHOR TEE PLACED 2 TO 3 FEET (0.6 to 0.9 meters) OFFSET FROM THE TO THE BASE OF THE VALVE. 15M ( #5) BARS @a MID -DEPTH RESILIENT WEDGE 0 4. EXISTING RISER PIPE SHALL BE REPLACED OF CONCRETE -4 SIDES (TYP.) M WITH DUCTILE IRON FIRE HYDRANT CAPS SAME AS BONNET COLOR �o o� Li � Q ELEVATION USING NEW PIPE AND A 90, BENDS COLLAR CASTING. U u 0 A � 5. REINFORCING STEEL SHALL MEET SPECIFICATIONS. w v 6• VALVES WILL BE ACCOMPANIED BY A "V" ETCHED INTO CURB I FACE PAINTED BLUE �o o� Li � Q TEES & DEAD ENDS 90, BENDS E s u 0 A C m v 2 �\ dA Q grG C1 (V Q SAS kPUR,1T6V Q" � 3 U 1 4 a�a4 6 9 O 2 o ti / CITY OF SCHERTZ TEXAS ENGINEERING AND PUBLIC WORKS STANDARD DETAIL VALVE BOX SBLL'iNEMBEx 1 PRUIC-CT \U.: UiL11 J. BY: BCP OSGV -BY: BL'P -" [:11K1). F11': KlR' j,I I a - "k 11'.r--' r F�l i SIDES OF TRENCH RESTRAINED LENGTH TO BE DETERMINED BY ENGINEER AND SHOWN ON PLANS I;.11 1 fix RESTRAINTS FOR FITTINGS �)(CIHIIE]Rt F7Z COMMUNITY* SERVICE* OPPORTUNITY ENGINEERING IzING AND Waal Ic WORKS 1,1C 117E- D US(:N.IIY': LNG, ORAll'N BY BL:P S SIDES OF TRENCH 1.aflee` ANCHOR F7 z v \ n / POUR BASE AFTER HYDRANT HAS BEEN PLACED ELEVATION SQUARE FEET OF BLOCKING REQUIRED FOR ROCK FXf AVATI ()N ilnfltl nsi mi-Irrete) SIZE PIPE TEES & DEAD ENDS 90, BENDS 45° BENDS 22 1/2° BENDS 4.4.A 2 2 �\ dA CONCRETE BLOCKING REU D FOR 12" & LARGER VALVES 8" 3 i 2 1 4 a�a4 6 9 5 2 SELECT MATERIAL / 15 e 4 18" 1 14 20 1 10 5 PLAN SELECT MATERIAL INTFG RAL STDRZ OF 18" ABOVE GRADE, MAXIMUM 24% gUICK CONNECT In FIRE HYDRANT INSTALLATION 0� ELEVATION z SQUARE FEET OF BLOCKING REQUIRED FOR ROCK FXf AVATI ()N ilnfltl nsi mi-Irrete) SIZE PIPE TEES & DEAD ENDS 90, BENDS 45° BENDS 22 1/2° BENDS 6" 2 2 1 1 8" 3 4 2 1 12" 6 9 5 2 16" 1 11 15 8 4 18" 1 14 20 1 10 5 CITY x . 2f26i18 �RPOAATr.V � SQUARE FEET OF BLOCKING REQUIRED FOR OTHER THAN ROCK EXCAVATION (3000 DSi concrete) SIZE PIPE TEES & DEAD ENDS 90° ENDS 450 BENDS 22 1/2° BENDS 6" 3 4 2 1 8" 4 6 4 2 12" 10 14 8 4 16" 18 25 14 7 1811 21 31 17 10 THRUST BLOCKING FOR FITTINGS (NOT TO SCALE) CITY OF SCHERTZ TEXAS THRUST BLOCKING FOR FITTINGS ENG€NEERING AND PUBLIC WORKS STANDARD DETAIL ' SHLLINUMITR I PILUIr-[T NO: limm 1718118 •'PUBLIC FIRE HYDRANTS- -PRIVATE FIRE HYDRANTS"" BONNET ANUCAPS TO BE FACTORY PAINTED RED FROM THE FACTORY PAINTED WHITE (NOON -SITE PANTING) {NOON -SITE PAiNiiNG} NO HYDRANT SHALL PROTRUDE PAST BACK OF DMI' NU,SBEA y y ` 3. DO NOT CUT TRACER WIRE IN VALVE BOX. • `!' - 6" GATE VALVE & BOX, MA.,� MlN. SPEC 02320 - UTILITY BACKFILL MATERIALS 6'01 NIPPLE w 24" HORIZONTAL FIRE 4'MAX 6. CLEARANCE u FT- IN ALL DIRECTIONS OF FIRE HYDRANT. 5 -1l4" HOSE RE4Ul RED 71 6"-90" (114 BEND) CONNECTION WITH T} ANCHOR, MJ LOCATE PUMPER NOZZLE CENTER LINE MINIMUM INTFG RAL STDRZ OF 18" ABOVE GRADE, MAXIMUM 24% gUICK CONNECT In FIRE HYDRANT INSTALLATION 0� z 2112 "HOSE CONNECTION _ 2 "- 6 "MAX.FROM O Q TOP OF CURB OR - GRADE TYPE "A" VALVE BOX CURB & 00 i', GUTTER NOTES: CONCRETE COLLAR WIRE 6" 6'` SPRING i ° G BLOCI4 FIRE FT. MIN.) 1. APPOVED MANUFACTURERS: MUELLER, KENNEDY, CLOW LINE o \P ,. _ .:. • & HYDRANT WITH 2 EAST JORDAN- CU- FT, OF CONC-2 ALL FIRE HYDRANTS ARE TO BE EQUIPPED WITH AN INITIAL BACKFILL ;_ is -; = ",`.:�•. (PLASTIC BETWEEN INTEGRAL STORZ HYDRANT QUICK CONNECT ON THE 6 "D.I- ANCHDR F.H- &CONC -) STEAMER OUTLET. Ia1fUN & NIPPLE 3- A BLUE TYPE II REFLECTOR PAVEMENT MARKER SHALL BE ANCHOR TEE PLACED 2 TO 3 FEET (0.6 to 0.9 meters) OFFSET FROM THE CENTERLINE OF PAVED STREETS. SPEC 02764 S 'GATE VALVE - 4. REFURBISHED HYDRANTS WILL NOT BE ACCFPTED RESILIENT WEDGE 5. HYDRANTS SHALL BE FACTORY PAINTED ONLY. 6. ALL JOINTS RESTRAINED (SEE RESTRAINTS DETAILS). ANCHOR DETAIL DIRECT APPLICATION COLOR CODE PUBLIC HYDRANTS FIRE HYDRANT BONNET SSPC PAINT NO. 21 (WHITE) FIRE HYDRANT CAPS SAME AS BONNET COLOR FIRE HYDRANT BARREL SSPC PAINT NO. 25 (RED) COLOR CODE PRIVATE HYDRANTS FIRE HYDRANT COMPLETE SSPC PAINT NO. 25 (RED) PROPERTY LINE VAh 1. Nj NCI 10 T E TJ{I WAY, PERPENDICULAR TO THE ROAD. WATEW MAfN NO HYDRANT SHALL PROTRUDE PAST BACK OF DMI' NU,SBEA y y ` 3. DO NOT CUT TRACER WIRE IN VALVE BOX. • `!' - 6" GATE VALVE & BOX, MA.,� 1 SPEC 02320 - UTILITY BACKFILL MATERIALS 6'01 NIPPLE w 24" MIN. FIRE 4'MAX 6. HYDRANT y Le u FT- IN ALL DIRECTIONS OF FIRE HYDRANT. a;oy L9 (PER PW DESIGN GUIDE & TECH. SPECIFICATIONS). 71 6"-90" (114 BEND) - I - 200 PSI FOR A DURATION OF 4 HOURS. ANCHOR, MJ LOCATE PUMPER NOZZLE CENTER LINE MINIMUM OF 18" ABOVE GRADE, MAXIMUM 24% FACE OF CURS In FIRE HYDRANT INSTALLATION ANGLED APPLICATION z G L'Iy 04 r�5 Q 7� ! x Gx)'1)RATF.i) CITY OF SCHERTZ TEXAS ENOINEF.tUNC7 AND PUBLIC WORKS STANDARD DETAIL CONSTRUCTION KEYNOTES: 1. PUMPER NOZZLE TO BE FACING THE TRAVELED 85%SUFFICIENT GRASS COVERAGE IS TO BE WAY, PERPENDICULAR TO THE ROAD. 2. NO HYDRANT SHALL PROTRUDE PAST BACK OF DMI' NU,SBEA CURB - 3. DO NOT CUT TRACER WIRE IN VALVE BOX. 4 WRAP BETWEEN ALL CONCRETE SPEC 02320 - UTILITY BACKFILL MATERIALS AND MECHANICAL BENDS (SPEC. 02528). 5. ANY TIE -IN SHALL BE COORDINATED BY THE 11HEETV1 �-1 CONTRACTOR WITH THE PUBLIC WORKS DEPT. 6. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN 5 NATIVE MATERIAL FROM TRENCH PLACED IN FT- IN ALL DIRECTIONS OF FIRE HYDRANT. MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND (PER PW DESIGN GUIDE & TECH. SPECIFICATIONS). 71 PRESSURE TEST OF ALL WATER LINES SHALL BE AT - I - 200 PSI FOR A DURATION OF 4 HOURS. B. LOCATE PUMPER NOZZLE CENTER LINE MINIMUM OF 18" ABOVE GRADE, MAXIMUM 24% FIRE RYDRANT if SIiF.ET %L.MIIER 1F- I-INU. - -- - - - lUA'1'E: v26I1S DR%". BY- UP 11S[iN, By: BCp 01KI). BY: K11Y SALE "0.: Xx SYMMETRICAL ABOUT ** 85%SUFFICIENT GRASS COVERAGE IS TO BE ESTABLISHED BEFORE PERMIT EXPIRATION. PROPOSED GRADE NATURAL GROUND 12" MARKING TAPE DMI' NU,SBEA z INITIAL BACKFILL: OF TRAFFIC. �" WASHED ROCK AROUND PIPE COMPACTED PER :a SPEC 02320 - UTILITY BACKFILL MATERIALS 4. IN UNPAVED AREAS, EXTEND SECONDARY BACKFILL UP TO SECO14DARY c, 11HEETV1 �-1 5. SUBMITTALS- PROVIDE DELIVERY TICKETS INCLUDING SOURCE BAC FILL LOCATION FOR EACH DELIVERY OF MATERIAL. NATIVE MATERIAL FROM TRENCH PLACED IN 14 GA. SOLID DETECTION MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND STONES LARGER THAN 4 ". COMPACTION TO 95% WIRE TAPED TO PIPE - I - Z 02317 Lli In 12" MIN. z w _ O Q - 11 LLI 0 6" 6'` SPRING _ LINE o \P INITIAL BACKFILL UNDISTURBED SOIL INITIAL BACKFILL: SAND AROUND PIPE COMPACTED PER SPEC 02320 - UTILITY BACKFILL MATERIALS SECONDARY BACKFILL: NATIVE MATERIAL FROM TRENCH PLACED IN MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND STONES LARGER THAN 4 COMPACTION TO 95% STD PROCTOR DENSITY (ASTM D 698). PER SPEC 02317 PAVEMENT REPAIR PAVEMENT SURFACE COURSE TACK COAT BETWEEN (W HMAC TYPE "D" [MIN) OR EXISTING AND NEW MATCH EXISTING PAVEMENT VERTICAL SAW CUT 5' MIN_ 12" MARKING TAPE -- 14 GA. SOLID DETECTION WIRE TAPED TO PIPE - (FORCE MAINS ONLY) 12" MIN. INITIAL BACKFILL SYMMETRICAL ABOUT L NEW PAVEMENT PAVEMENT & BASE MATERIAL jf PER GEOTECHNICAL DESIGN S CopN��ARY iACKFILL o 6" U z w F_ V) q w o W Ld a 0 UNDISTURBED WATER MAIN TRENCH IN UNPAVED AREA SOIL MAIN IN TRENCH NOTE: PRO.. NO- 1. PUBLIC WORKS PERMIT REQUIRED FOR ALL STREET CUTS OR TAPS. DMI' NU,SBEA 2. SAW CUTS SHALL BE STRAIGHT AND PERPENDICULAR TO THE FLOW INITIAL BACKFILL: OF TRAFFIC. �" WASHED ROCK AROUND PIPE COMPACTED PER 3. TACK ALL VERTICAL SURFACES. SPEC 02320 - UTILITY BACKFILL MATERIALS 4. IN UNPAVED AREAS, EXTEND SECONDARY BACKFILL UP TO SHLGL VO: FOE'_ REQUIRED TOP SOIL. 11HEETV1 �-1 5. SUBMITTALS- PROVIDE DELIVERY TICKETS INCLUDING SOURCE SECONDARY BACKFILL: LOCATION FOR EACH DELIVERY OF MATERIAL. NATIVE MATERIAL FROM TRENCH PLACED IN MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND STONES LARGER THAN 4 ". COMPACTION TO 95% STD PROCTOR DENSITY (ASTM D 698)_ PER SPEC 02317 CITY OF SCHERTZ TEXAS rINC51NEERING AND PUBLIC WORKS WATER MAIN TRENCH IN UNPAVED AREA 1 Lo�IHIIEIRZ F7Z COMMUNITY* SERVICE * OPPORTUNITY MAIN IN TRENCH STANDARD DETAIL PRO.. NO- December 2U2U DMI' NU,SBEA T \U: DATE 7.2616 ENGINEERING AND PUBLIC WORKS I)ILy1'N.BY': u[P LI.ISI USGN. Bt': tlll' CHKll. BY: KIn'. SHLGL VO: FOE'_ OSrN. IiV. rNl: ORAWN13Y: BCP 11HEETV1 �-1 oF.T���s ROBERT DON McCRARY wt % 34589 ONAi � 0- PIS- 2-1 I� �I N i trip OR U N a (1) `Q U) N QU 0_ l' N �>- r- W X U) I- o u) 00 � U) Z N �LuLu Lu Z m Q ®zN a� I y1. r SHEET 03.01 N w L® i� DRAWN BY: CHECKED BY: r. McNEW eIM DATE PRO.. NO- December 2U2U 19026 �-1 Q z oF.T���s ROBERT DON McCRARY wt % 34589 ONAi � 0- PIS- 2-1 I� �I N i trip OR U N a (1) `Q U) N QU 0_ l' N �>- r- W X U) I- o u) 00 � U) Z N �LuLu Lu Z m Q ®zN a� I y1. r SHEET 03.01 N w L® i� DRAWN BY: CHECKED BY: r. McNEW eIM DATE PRO.. NO- December 2U2U 19026 m 3t a vi J Q M W O M W N � C N E � .. l7 a � m(1 m ra L] O U .} O 6l � N � O O N Q L1! M tj Ll / N W