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HomeMy WebLinkAboutCU1995-140 Ln w 0 4 r w z w 0 rn M 0 N Lo 0 L.3 Lo a uT i z w SITE DATA (PHASE II) LOT 1 BLOCK 1 \G� SITE AREA 181,548 SQ. FT. VAN CLEVE ADDITION \ \ c^9 ZONING L -I LOT 3 MAXIMUM BUILDING COVERAGE ALLOWED 507. OF SITE ZONED LI 10' UTILITY EASEMENT \ 1'i^ PROPOSED 6' ROME 2'� \ Z BUILDING AREAS Br omERS — — — — — — — — — — — — — — — — — 0 STORAGE UNITS 77,925 S0. FT. PP — _— — — -- — — — 2�y�^. -i Z TOTAL 75 OFFICE /SECURITY QTRS 1,350 SO. F , (447) N89'35 , 55 E 165.00 2 1 LANDSCAPED AREA LINE FLUME OUE AT n \ \ \ ATH FPROPERTY MAXIMUM IMPERVIOUS AREA ALLOWED 857 I 1 V CONCRETE FLUME I \ \ \ w TOTAL IMPERVIOUS AREA 144,678 S0. FT. (807.) 30' 120' S \ \ \ - )i PARKING ER /30 REQUIRED SF OF BUILDING 26 SPACES CONCRETE '" PAVEMENT I u I 9 PARKING PROVIDED 30 SPACES PROPOSED 1 \ \ \ (SPACES INDICATED AS (2 )) ONE STORY BRICK \ \ \ BUILDING MINIMUM LANDSCAPE AREA REQUIRED 15% (27,282 SO. FT.) Lo PROPOSED i 2f \ \ \ LANDSCAPE AREA PROVIDED 36,870 S0. FT. (207) 6' WOOD 6000 SOFT. FENCE „ 1 \ \ \ . /A 1 120' GATE 15 r co PROPOSED PROPOSED a z w u H CONCRETE PAVEMENT \ \ \ /- a Ca.) \ \ \ PP pp Ln W 'vs 45 '^ °z J 15' 15' \ < �n 0) I o or\ \ \ G I N 45' 5 5 35 I 9 LOT 4 65 LOT 2 BLOCK A \ \r"y STEEL Y EC F a� a a ,r Z W 503 W 0 o 1 I PROPOSED STORGUARD NO. 1 ADDITION \ \ \yam VAULT z_ I I e IV Io5' 25 ONE STORY BRICK 2` ° ZONED LI \ \ \ TEL J.B. 1 BUILDING 24,550 SOFT. 1 \ \ \ 5 A`� I \\ \ IRA E W000 w 1 ¢ 1 I I I �, Lo 0 V) I V U o \\ �m� °&y LOCATION MAP a ZW �I 9f \ 9sQ 1 I a 1 3 O PIZ W z ° U1 LX �- PP p yP "" a0 I \ \ \ 9 25 S 1 a 1 \ \ \ y�2, °90 W s4 ? I 15' DRAINAGE EASEMENT Nyli �— \ �Q I - -- - - -- �y6y. r a 20' UTILITY EASEMENT 155.00'_ 1 \ — s7.ao' � o N89'39' 29 "E 567.21' 1 PROPOSED FIRE HYDRANT ' .o c 225.02' z 15.00' 1 SCREENING FENCE __ —s I AND,SCAIR � TER• ?Oq -'I LANDSCAPED AREA — — — — — — — — — — AREA \ �� N cR tE -� 140' aRe 1 �� I IT I oa o Sao' I PROPOSED n B 3r \ 0 5 PROPOSED N o ONE STORY BRICK 3500 SO.FT. ZONED LI W Izz w w lY z IRa x LOT 5 IU z F ix W I� w z J O la v a W I 0: CASE #1CU95- LO ATI : 204 DATE: ul ONE STORY BRICK 8350 SOFT. 15' DRAINAGE o " n 20' 1° N BUILDING ® \ \ Fl HsSTING Hc HYDRANT 1 EASEMENT ` 15' BUILDING e; HYDRANT 320' I � \ I • 1 I 15' DR) JNACE----- +--'�{ PROPOSED ^ \ Jt 24' FIRE LANE WITH EASEMENT I CONCRETE PAVEMENT AUTOMATIC ACTIVATED) GATE l In p"p I (j jT \\ 17-1 INLET N 20' INSIDE RADIUS I`CRATE INLET (KEr PAD ACTIVATED) \ \Oiq 1m I�LII�ILJII 6 'o. PROPOSED ^ M1 ` ( I ONE STORY \ \ BRICK BLDG IF II G < I I PROPOSED n I I I (OFFICE) ¢ 0 O I Q\ G85' 29.4't ONE STORY BRICK � SIGN 45.5' PROPOSED 1350 SO.FT. \� F teaF In ONE STORY BRICK BUILDING 4.3' 1f 25• 5 . Fy 0 156,5215DSO.CFXT. 20' -1" 6300 SOFT. 10'I 30 T \ \LANDSCAPE \J 1 7 5' 140' 65' 345' — — — — -} AuroMAnc sudNC GATE / Ta' s _ _ ___ I \pp X-D \I— — 469.92' GRATE INLET 24' FIRE LANE WITH N <xcr PAD AcnvATm) �, a f�'j� 20' INSIDE RADIUS PROPOSED / JUNCTION BOX PROPOSED a r— JUNCTION BOX '^ —� 15' DRAINAGE EASEMENT CONCRETE CONCRETE PAVEMENT " 484.96_ —} L— ' -- — — — — — — — — — — — — — — — — — — X21 PROPOSED 'o �+ \G�y� \\ PROPOSED Q2 PROPOSED D N Ig ONE STORY BRICK 4600 SQ.FT. N ley PROPOSED ONE STORY BRICK 4500 SOFT. n T�i N za' t' N ONE STORY BRICK 4600 SOFT. D 20' 1- BUILDING MH • 6' WOOD FENCE BUILDING 230' \� \ 0 BUILDING P25• 230' HEADWALL SCREENING FENCE I \ LANDSCAPED iN SCREENING FENCE PP PP SS MH • AREA PP- �7{s�*r��r 842.54' CHAIN LINK FENCE 87.30' PP OVERHEAD ELECTRIC app SO`J 39 29 ,W PP i I 20 DRAINAGE k UTILITY EASEMENT —� — ate Hwy. 174 West CHAIN LINK FENCE — — — 15' DRAINAGE &UTILITY EASEMENT — — — — — — — — — — — — — _I — — — — — — — — — — — — — — — — — — — — — — — — — — — — _— I i SPILLWAY) SS MH RECEIVED LOT 1, BLOCK 1 BY OTHERS) I LOT 2, BLOCK 1 CRE AR GRAPEVINE REGIONAL INDUSTRIAL PARK I __ - r == _J GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 57.5' PRIVATE LANDSCAPE ZONED LI 15' UTILITY EASEMENT CAB. A, SLIDE 7730 /� AND DETENTION AREA PLAf�tVING I I LOT 6 ZONED LI NOTES; PLANE 11 G AND ZONING COMMISSION 1 ALL CONSTRUCTION TO BE DONE IN STRICT ACCORDANCE TO THESE PLANS AND 10. ALL REFUSE STORAGE AREAS (DUMPSTER ENCLOSURE) SHALL BE SCREENED IN ACCORDANCE REVISIONS: DATE DESCRIPTION 6 -01 -95 CITY REVIEW E3 Ui i In u'4 N N co O Ln Q 1�1 z U s U) o_ r/i V7 W w F Z _y z U uj W vt z >o CO (5 z LF) O &E Q WIXyJ Z CL LLJ w c3 z o a A w _j N Li ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. WITH SECTION 50.b.3 (SECTION 47.E.t.D.22). *t.'OF..... 111 V 2. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 11. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH SECTION 60, SIGN STANDARDS. THE MAXIMUM POLE SIGN HEIGHT IS 20 FEET AND THE MAXIMUM GROSS SURFACE AREA IS 108 SQUARE „may ,.• .;'S 11 CH RMAN DEPT. OF DEVELOPMENT SERVICES 9. SECTION 23 +64 THROUGH 23 -69 OF THE CODE OF ORDINANCES. DURING THE PERIOD OF CONSTRUCTION (SECTION 47.E.1.b.18.) FEET WITH CABINET DIMENSIONS OF 9'x12' OR 12'x9' WITH A CABINET DEPTH OF 14 INCHES. Y 3. SEE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS AND DETAILS. WALL SIGNS ARE PERMITTED TO CONTAIN 257 OF EACH WALL. ALL SIGNS SHALL REQUIRE A � / JANE9 .....;. �... ,..... Z GRADING PLANS. A SIGN PERMIT FROM THE BUILDING INSPECTIONS DIVISION. ei ieo ll480 DATE: 4. SEE SHEET C -2 FOR ALL PAVING AND CROSS- ACCESS YMICH s 12. PER THIS SITE PLAN AN EXCEPTION TO THE INTERNAL TRAFFIC 5. SEE SHEET C -9 FOR LOCATIONS AND DETAILS OF UTILITY SERVICES TO BUILDING. WOULD PROVIDE INTER - CONNECTING ACCESS BETWEEN DEVELOPMENTS OR LOTS, EXCLUSIVE i S�ONAI SHEET 1 OF 9 U) OF PUBLIC STREET ACCESS IS REQUESTED. THIS REQUEST IS MADE FOR ON -SITE SECURITY 6. SEE SHEET L -1 FOR LANDSCAPE PLAN OF THE SITE. PURPOSES, REVISIONS: DATE DESCRIPTION 6 -01 -95 CITY REVIEW E3 Ui i In u'4 N N co O Ln Q 1�1 z U s U) o_ r/i V7 W w F Z _y z U uj W vt z >o CO (5 z LF) O &E Q WIXyJ Z CL LLJ w c3 z o a A w _j N APPROVAL DOES NOT AUTHORIZE ANY Li WORK IN CONFLICT WITH ANY CODES TRANSPORTATION FOR ANY AND ALL WORK TO BE DONE IN HIGHWAY RIGHT -OF -WAY. STANDARDS AS FOUND IN THE SECTION 58.8, FOR EITHER A FOUR INCH CONCRETE SLAB OR ORDINANCES. V 7. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM TEXAS DEPARTMENT OF PARKING FOR DISABLED PERSONS SHOULD BE DESIGNATED ACCORDING TO CHAPTER 14, ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET SITE PLAN NO. SP95 -16 DEPT. OF DEVELOPMENT SERVICES 9. SECTION 23 +64 THROUGH 23 -69 OF THE CODE OF ORDINANCES. DURING THE PERIOD OF CONSTRUCTION (SECTION 47.E.1.b.18.) cr O Z O ,. V , o° Q r U) }aox 0 3YZW U H =2maZ > 00 _W CL O Q a. 0 (~n -i V) 0 APPROVAL DOES NOT AUTHORIZE ANY B. SITE LIGHTING SHALL CONFORM TO THE CITY OF GRAPEVINE ORDINANCE SECTION SBE. 13. ALL PARKING AREAS AND OUTSIDE STORAGE AREAS SHALL BE PAVED TO THE MINIMUM WITH ;� dw WORK IN CONFLICT WITH ANY CODES TRANSPORTATION FOR ANY AND ALL WORK TO BE DONE IN HIGHWAY RIGHT -OF -WAY. STANDARDS AS FOUND IN THE SECTION 58.8, FOR EITHER A FOUR INCH CONCRETE SLAB OR ORDINANCES. 6"406 GUAGE MESH WIRE OR A TWO INCH HOT MIX ASPHALT OVER 6' CRUSHED ROCK BASE. 6"406 N0. CU95 -14 7. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM TEXAS DEPARTMENT OF PARKING FOR DISABLED PERSONS SHOULD BE DESIGNATED ACCORDING TO CHAPTER 14, ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET SITE PLAN NO. SP95 -16 DEPT. OF DEVELOPMENT SERVICES 9. SECTION 23 +64 THROUGH 23 -69 OF THE CODE OF ORDINANCES. DURING THE PERIOD OF CONSTRUCTION (SECTION 47.E.1.b.18.) 23, SHEET TITLE SITE PLAN — PHASE II DEVELOPMENT DAIS: APRIL 25, 1995 SCALE: 1 " = 30' DRANM BY' SAS (ACAD) CHE00 BY: JDJ SHEET NO. 1 OF 9 i z z 0 F- O O Q z O Q 0 W 0 N Q Y U 0 m F- 0 J S37A LOT 3 CONCRETE PAVEMENT I I z (W/1 Q � W a r a 5 � ~I O LOT 4 I v: 0 cn W U O N Y W 2 W 0 rn rn CC) r, v 0 c c V C7 0 a LD U9 z z W U o: a a m LOT 1 BLOCK 1 VAN CLEVE ADDITION \ \ �9 f� ZONED LI 10' UTILITY EASEMENT - PROPOSED 6' FLUME BY OTHERS N89'35'55 "E 165.00' r Z iE Ix z LANDSCAPED AREA TEL J.B. PP PP / ` 0. 110. \ \ � J J � CO 0 LOT 2, BLOCK A \ \ \9�`��� STEEL 1 I STORGUARD NO. 1 ADDITION \ \ \� O VAULT ZONED LI \ \ \ TEL I I I I I \\ \ SITE DATA (PHASE SITE AREA 181,548 SQ. FT. - ZONING L-I W Z m MAXIMUM BUILDING COVERAGE ALLOWED 50% OF SITE BUILDING AREAS PARKING FOR DISABLED PERSONS SHOULD BE DESIGNATED ACCORDING TO CHAPTER STORAGE UNITS 47,375 S0, FT. NO. SP95 -16 OFFICE /SECURITY OTRS. 1,350 S0. FT. _ TOTAL 48,725 SO. FT. (27%) MAXIMUM IMPERVIOUS AREA ALLOWED 85% OF SITE 0 TOTAL IMPERVIOUS AREA 105,205 SQ. FT (58 %) PARKING REQUIRED O 1 PER /3000 SF OF BUILDING 16 SPACES PARKING PROVIDED 17 SPACES z (SPACES INDICATED AS Q) OUTSIDE STORAGE SPACES PROVIDED 26 SPACES (SPACES INDICATED AS © ) MINIMUM LANDSCAPE AREA REQUIRED 15% (27,282 SO. FT.) LANDSCAPE AREA PROVIDED 76,343 S0. FT. (42%) COI I I I I w l �&'9 \\ \ '� 0, In to \ ti I I I I O ED 0 z C; - OF W Z m I 7. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM TEXAS DEPARTMENT PARKING FOR DISABLED PERSONS SHOULD BE DESIGNATED ACCORDING TO CHAPTER 14. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET w ao NO. SP95 -16 9. 23, SECTION 23 +64 THROUGH 23 -69 OF THE CODE OF ORDINANCES. DURING THE PERIOD OF CONSTRUCTION (SECTION 47.E.1.b.18.) a cr > 04 0 O QO z V I W U ZONED LI z W L) 0 4 cli � 1 Y z � to J Q �QOX Z_ zz LU V) 0 LOT 5 U 0. � 1 U z c U F _N W IX � -�!M<z i c UL% o § „�W 0 LOT 6 Y p a M SOUTHLAKE WALL STREET BLVD U 9A _y SITE Ln °z - IRA LOCATION MAP LANDSCAP (n 1 AREA 1 \ \ \ PP (TOTE: ASPHALT PAVED AREA (PHASE 1) I I 1 \ \ BE OH GRADED DEVELOPMENT GRADING PLAN FOR I 1 E 15' DRAINAGE EASEMENT Ng6 Ny ° 20' UTILITY EASEMENT /-+— — 155.00'— — — _ _ GATE SS PROPOSED 6' WOOD FI NCE I L — — — — — — — — — — — — — — — — — — N89'39'29 "E 567.21' 1 67.40' l 1 225.02' o O I uT LANDSCAPED AREA — — — — — — — SCREENING FENCE f ._LANDSCAPP.FA\ w TQ?• ZoR IVv AREA R 1E PRO OSED FlRE T �' I �( 10 t0 i 340' PROPOSED 140' aee 1 �� 0 O2 1 g PROPOSED N I n ONE STORY BRICK 3500 SOFT. Ln e o O r' ,, ONE STORY BRICK 8350 SOFT. 4 \ \ STING 11 1 lq�! N 20' 1" BUILDING w n HYDRANT O ° W ` \ 15• BUILDING \ \ n 320' 12 O O O O O q h m 15' DRAINAGE PROPOSED � \ � 131 1 , CONCRETE PAVEMENT N AUTOMATIC SLIDING GATE PROPOSED 24' FIRE LANE WITH EASEMENT 'Q OIGR� r° CONCRETE PAVEMENT 20' INSIDE RADIUS I �tltAlE INLET (KEY PAD ACTIVATED) \ \Oq 25' S' PROPOSED ASPHALT PAVEMENT Inn \ \ LPG (2" H.M.A.C. OVER I PROPOSED 1 m O. �, 15 6" CRUSHED ROCK BASE) -T� ONE STORY I G 1 1 i O I PROPOSED 1 BRICK BLDG 2 I �D I (OFFICE) 16 1 1 10, 40' /m PROPOSED n ONE STORY BRICK a LJ v o 30 1 1 P' \ rP -- L� ° I 1350 SOFT. gp' 9,p 17 0 TYR ONE STORY BRICK I BUILDING y 1 4.5' 7K 25' (^1i I ,O BUILDING 15.525 SOFT. 20 -1" 6300 SOFT. 140 10'I 30 \ \NAREAP� \� O 23 24 25 26 19 — 345' — — — — — AUTOMATIC SLIDING GATE / 8' J' \ P o Q L— — — — — — — — — 469.92 — — GRATE IIgET 24' FIRE LANE WITH (KEY PAD ACTIVATED) �Q PROPOSED ° 0 20' INSIDE RADIUS PROPOSED / „� ;� 15' DRAINAGE EASEMENT N CONCRETES 'f ''•G ' Q2 \`�O. \ �j� JUNCTION Box CONCRETE PAVEMENT Q JUNCTION Doz N 484.96— — — — — — — — — — — — — — — — — � \mG�O \ g PROPOSED o N \yo \ PROPOSED 22 PROPOSED o ONE STORY BRICK 4600 SQ.FT. cv PROPOSED o ONE STORY BRICK asoo sQ.Fr. 04 <� 30' 0 6' WOOD FENCE ONE STORY BRICK 4500 SO.FT. r 20 1" BUILDING BUILDING 230' �� \ N BUILDING 225• 230' , HEADWALL I SCREENING PENCE N I \ PROPOSED RETAINING INA1L LANDSCAPED .N SCREENING FENCE PP – PP AREA - 842.54' CHAIN LINK FENCE 87.30' OA RHEAD EL[CTRC �w PP CHAIN LINK FENCE 15' DRAINAGE SS3"W PP 20' DRAINAGE &UTILITY EASEMENT— I- & UTILITY EASEMENT — — — — — — — — — — — — FCASE#: ovident Realty Group I RECE ° ED SPILLWAY J SS MH 5.14 LOT 1, BLOCK 1 DY oTN ERS) LOT 2, BLOCK 1 2045 State Hwy. 114 West _ 1- _ ; GRAPEVINE REGIONAL INDUSTRIAL PARK GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 57.5' PRIVATE LANDSCAPE 15' UTILITY EASEMENT CAB. A, SLIDE 1730 �y� }� AND DETENTION AREA Ir LANNING ZONED LI 4CRt9Yq ZONED LI NOTES: T R ENCLOSURE) SHALL BE SCREENED IN ACCORDANCE DATE: PLANNING AND ZONING JCOMMISSION CH IRMAN DATE: SHEET 2 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. SS MH a PP S\ SS MH 0 I ALL CONSTRUCTION TO BE DONE IN STRICT ACCORDANCE TO THESE PLANS AND 10 ALL REFUSE STORAGE AREAS (DUMPS E ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. WITH SECTION SO.b.3 (SECTION 47.E.1.b.22). S'1E OF Tf +i11 2. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED, 11. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH SECTION 60, SIGN STANDARDS. THE MAXIMUM y�,.• .7p POLE SIGN HEIGHT IS 20 FEET AND THE MAXIMUM GROSS SURFACE AREA IS 108 SQUARE r >♦; 3. SEE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS AND DETAILS. FEET WITH CABINET DIMENSIONS OF 9'02' OR 12'x9' WITH A CABINET DEPTH OF 14 INCHES.* '• WALL SIGNS ARE PERMITTED TO CONTAIN 25% OF EACH WALL. ALL SIGNS SHALL REQUIRE A % JAMES DEWEY. JR. 4 SEE SHEET C -2 FOR ALL PAVING AND GRADING PLANS. A SIGN PERMIT FROM THE BUILDING INSPECTIONS DIVISION, ' "' :; 61480 ' 5. SFE SHEET C -9 FOR LOCATIONS AND DETAILS OF UTILITY SERVICES TO BUILDING. 12. PER THIS SITE PLAN AN EXCEPTION TO THE INTERNAL TRAFFIC CROSS- ACCESS WHICH t0a. �2 WOULD PROVIDE INTER - CONNECTING ACCESS BETWEEN DEVELOPMENTS OR LOTS, EXCLUSIVE 6. SEE SHEET L -1 FOR LANDSCAPE PLAN OF THE SITE. OF PUBLIC STREET ACCESS IS REQUESTED. THIS REQUEST IS MADE FOR ON -SITE SECURITY %SON L 7 PURPOSES. B. SITE LIGHTING SHALL CONFORM TO THE CITY OF GRAPEVINE ORDINANCE SECTION 58E. 13 ALL PARK114G AREAS AND OUTSIDE STORAGE AREAS SHALL BE PAVED TO THE MINIMUM f BE BONE IN HIGHWAY RIGHT -OF -WAY E THER A FOUR INCH CONCRETE SLAB WITH {� TRANSPORTATION FOR ANY AND ALL WORK TO STANDARDS AS FOUND IN THE SECTION 58.8, FOR I "x6 "x6 WIRE OR A TWO INCH HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE. - OF 6 GUAGE MESH CASE NO, CU 9 5 -1 4 7. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM TEXAS DEPARTMENT PARKING FOR DISABLED PERSONS SHOULD BE DESIGNATED ACCORDING TO CHAPTER 14. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET SITE PLAN NO. SP95 -16 9. 23, SECTION 23 +64 THROUGH 23 -69 OF THE CODE OF ORDINANCES. DURING THE PERIOD OF CONSTRUCTION (SECTION 47.E.1.b.18.) 1,L REVISIONS: DATE I DESCRIPTION 6 -01 -95 1 CITY REVIEW O I LO d• N N O h N¢ W � U s C) Ln 0 N cD w Z � 5 o ccn a C�s I z o m z Z < O Q X a w a k Z LO LLI o Z Q LO CL p W J N sNEET nu SITE PLAN - PHASE I DEVELOPMENT DATE APRIL 25, 1995 SCALE: 1 " = 30' DRANM BY. SAS (ACAD) OEM BY: JDJ SHEET N0, 2 DF 9 Z O_ F- 0 a O Z Q O O V) Q Y U O ED f- O J 937A Ld V 1,L QO V Q W cli � ¢ to �QOX O3Yzw U Mon � -�!M<z UL% „�W 0 O Qh— Q < a(n(n _j(n0 sNEET nu SITE PLAN - PHASE I DEVELOPMENT DATE APRIL 25, 1995 SCALE: 1 " = 30' DRANM BY. SAS (ACAD) OEM BY: JDJ SHEET N0, 2 DF 9 Z O_ F- 0 a O Z Q O O V) Q Y U O ED f- O J 937A '� \m REVISIONS: M1n �b bh1 b`y b`t 1" f / / / rP b� bh° LOT 1 \ + + ° "N ' 4 / / p°� + VAN CLLEVEKADDITION \ s 6J sss STA. 0 +00 L E SD -1, LOT 3 + s r s BEGIN 2 -42" CP'S AT CK N 669 s OF EXISTING RB INLET 0% MATCH F ME TO PROPOSED pyp�' �, w ,� Un 6 2.155 /� ,� 0Z z FLUME ( O1HER5) AT P.L. o ° + pi •26 / / Q tiv F.L. ELE 659.50 �+° bh0 4!;p + 4P ° 4 6 ( ��I %V O PIP +bh,' INSTAL 2 -42" R 49 y Z 1° ^� N89'3 X55 "E 165.00' / °, bb t 662 6 . 7 I M10 v �Irl 661 + °""� STA. X�1.80 LINE 1 9'14 30 °bn• ' CONSTRUZ UNCTION B ��a34 \ 70 CONCRETE cP $ °°° -wy ?q� °`p PAVEMENT ' y E �4 24 CP LATERAL STUB- T + In CO 1 STRUCT FLUME AROUND ° e BUIL ING AS SHOWN. SEE ' �' q`'° (P + FOR RE SYSTEM ph \ b DRAINAGE DATA AREA NO. ACRES C Tc MIN 15 IN/HR Q5 CFS I LOON /HR Q IODCFS Al 1.14 0.7 10 6.6 5.3 11.6 9.3 A2 0.71 0.9 10 6.6 4.2 11.6 7.4 Bt 1.45 0.7 10 6.6 6.7 11.6 11.8 82 0.42 0.9 1 10 6.6 2.5 1 11.6 3.4 83 0.34 0.9 10 6.6 2.0 1 11.6 1 3.5 B4 * 10.6 0.7 10 6.6 49 11.6 1 78 85 0.43 0.9 10 6.6 2.4 11.6 4.5 B6 0.84 0.9 tU 6.6 5.0 11.6 8.8 B7 0.69 0.9 10 6.6 4.1 11.6 7.2 C 0.36 0.9 10 6.6 2.1 11.6 3.8 DI 0.37 0.9 10 6.6 2.2 11.6 3.9 D2 1.48 1 0.4 10 6.6 3.9 11.6 6.9 D3 1.66 0.4 10 6.6 4.4 11.6 7.7 n DETA ON SHEET C4. + bh n^ \ b b1°b iO ' + `&I a. \\ + THIS OUTFLOW IS DETAINED TO 78 CFS AS SHOWN ON APPROVED PLANS DONE BY p 1'7 a0j 10 + bhy" �P � \ t GOODWIN AND MARSHALL ENGINEERS. b° 8 FF 563.50' 20' V, �y LEGEND n F \ .� bd +° 9J'�� \ \\ \ 1 t TEL 1h °�y� \ ♦ y� 624 EXISTING CONTOUR LINE D3 4 A n 663 �1 + '' +y b l +� \\ \ - � + 480.25 EXISTING SPOT ELEVATION 1 I CONCrtrtTE (PAVEMENT +� h o INS ALl 54" R y�•�. hy+ - - bhb6y +61° +n1c1 ph ^ \ y `p ° b� ,� PROPOSED (POT ELEVATION 45' \ - -- Lo + b�•' bn" +`� \ 6T OR 0.5' HIGHER UNLESS IS , : t + \ \ \ SHOWN OTHERWISE) c I o°M1 N 00 \ \ \\ \ ` - ^ PROPOSED CONTOUR LINE 5' y%P \ �' n \ LOT 4 FF EL 564.50 ° o` y16 + \ \ \ ?^ °M1 INVERT OR FLOWLINE y ,� STA. 2 +10 LINE SD- \ �,p� °M1 STEEL m 41' bb + ,p� a pnh' 24" RCP LATERAL IN \ VAULT + + FOR FUTURE SYSTEM \ \ M1 bM1 DRAINAGE DIVIDE LINE TEL I.B. INDICATES 6° CONCRETE PVMT. _ ,p +654.94 �$ (ALL OTHER PVMT. IS 5" THICK) h + by9tp +654.58 bh \ '*67.07 J + S . 2 +16.00 LINE D -1 I i + FF EL 65.50 ^ END 54" RCP, BEGIN 48" RCP \ \\ � PLAN F: + hy. s .y \ \ OG CASE : C DATE DESCRIPTION by °9 n1°" ° ss Ir \ \ •M1 ��, i� LOCA ION: 045 Stw Hwy.711 est 7 ` } 659.06 + ° 9�C \ \ \ n^' m Ir�e1 I rret s rye -1e�E + bh ^$ °,f °° V-0 ° °'� 658.84 + + °" 6'3.6 + \ ° Y b°° ' p � s \ 9`r MAY S CRETARY Q V b I� I °!i' � + 658.66 y1 �h J, 1� yy' qy \+ \ \ b4,!s' aJ a rl 1 + Goo 47 +3 + +�' \ \\ 4} °4P �� �j DATE: m b1 1 I I ^lb cl, STA. 3 +2748 LINE 5DB \ \65432 P° th` �A P NNI G AND ZONING COMMISSION pb° I s bh ONSTRU JUNCTION BOX \ P o + o , + s \ F 0 SAW -CUT, BREAK k REMOVE 70 OF p b1• I ' t 9 s9 ro° 1y CURVE D \ \ \ 2� •17 RB ? o ° I b°M1'^ +� '*° b p•g 1= 34'19'58" \\ \ bbh� O k IGUTTER.RCONSTRUCT APPROACH NO ETE AIR AN Li I I ' Lo + 9 + R= 100.00' zt+ b^ DRIVE APPROACH. SEE NEW C RETE Z m 03 �c .n L =59.92' PAVEMENT TO EXISTING ASPHAL VMT. n ,n r INSTALL 48" RCP + p•P STA. 5+11.55 LINE } AND CONCRETE PAVEMENT SECTI W '� J N + CONSTRUCT JUNCTI N BOX t LC =59.03' 2 to ( STA. +98.24 NE SD -2 b �b _ ° HIGHWAY R.O.W. DETAILS ON SH SHEE. OF 9 O N J END 8" RCP. STRUCT+ b c - - . - .- - - - - - - - - - - bhh' 656 .95 Q > _ 01 �-- C8 =N7229 30 E GRA INLET (W 2 GRATES) + 1 >M1 N •3 "9 j IIItl 05 2j,,, I - - - - - - - - - _ �' � ese.11 tt� APPR AL DES NOT AUTHORIZE ANY 00 b°1^ PROPO D FIRE HYD NT _ _ a IIIII� IIIII� erg 656 7a WORK IN C NFLICT WITH ANY CODES OF �+ J + 659 656 657 I I 657 es7 ♦ asa.os ORDI NC pbq• I f 662 ,• 661 660 np .p J- E B 4A b °' p y DEPT. F D ELOPMENT SERVICES B1 I E ' IN ALL 48" RCP � � 16� EL 564.0 FTC IN I ., I_ Ilr r1�1 e1� ... .}. S. ...,1� I_ ... I_ .p 1111✓ n - - ti J 1 � � EA � TJ+� ti � �F -F-EL• 558.50 LLJ I LI 1 FF L 563.50 FF EL 50 FF 561.50 FF EL 560.0 }° FF EL 9.50 FF E 558.5D I e L� I a56st �. - S7 �' ' cnl \ I � J STA 0 +70.54 LINE D -3 �' 836 � I � 4 + ` END 15" RCP, CONS UCT 664 g63 662 661 $60 b w - FIRE HYD. + J Z J I bbp� GRA INLET (2 -GRA S) • • .:., .. • • • • • �� "' •.Cg1a1ER PAVOE'HT � EXISTING A/ 6 r �', -� 1.4 Z J SO CURVE DA A a 1 O O I LOT 5 I 1= 18'11'42" o s� I I '_ ( R= 100.00' II + ° +° `� STA. 5 +71.55 LINE SD -1 C7 �� ��. 66 I I a J STA. 4 84.94 ' i t + i I + P °, ° CONSTRUCT GRATE INLET 1 7 L= 31.76' + I 81 I J J UNE SD 2 �=16.01, 2' I I INSTA 15" RCP I I I ° I INSTALL 48" R W I (WITH 2 GRATES) I 1' J I CONS CT Q l° n I Z JUNCTIO BOX C6= S08'45' 0 "W - - - - - - - - - - - r. >r II. rl� ell✓ Iell� _ I_ rare Z elll� t_ rl trl� �. ^� +mss» r I� i = li l ��"- d Q I 2 (n I nh s Now � �I ..e p# STA. 6.41.55 LINE SD-1 bn' I r b'h W I 666.6 •. STA. 3+ 4.96 UNE S -2 W + a I ^� CONSTRCUT GRATE RJLET + I FF E` ^$ I +' °� W r �- < 1n ^M11 II ( o = STA. 00 LINE S -3 z -� �°`' FF EL 59.50 I FF EL 558.0 (yv�Ti.i 2 CRATES) +ess.s9 EL 558.50 I 658. Htt : b ° ^py �� +' 10 CONST. J NcT1oN Bo 66* FF EL 5 .50 I FF EL 563 50 I FF 562.50 .M1 I FF EL 561.50 I FF EL 560.50 ° I - °a n 5' J _t °oc, OQYZW _ - -- - - -- - -.� g62 -- =66i • , A. Fyn .y ..` - -�. ��. F (` '` ',z� -- _- - - - -- - - -- - -- _ - - - -- h IN 2T RCP + I (; 656' �� in pI' b�9. Jam• O a Z bba a 665 SD -2 - 1 m + H m INSTALL 42" RCP °� 0 /V�// STALL 21' R - °s F EL M _ Illtl� etil� Iles tl� ee= IIIII� a_ r 1IIle� 1h1s s s s re/ r� �'lllll� r� SS ux ♦ 7 M r' a END EL _ .� � 11 elllllr Ali '�' �'" '� 66 50 FF EL 561.50 FF EL 560.50 EL 5 .50 FF EL 558.50 ph FF EL 558.50 CUR 6.00 EL 65.50 FF EL 564.5 FF EL 563. 658 ti �, O � O 0 665 6g 6 3 6 661 6 659 656 657 .y�° n9" 1 Q_ V / .J M1 ". X55 757 _ 4 OVERHEAD ELECTRIC .M1 vV SOS J7'L'� 4jp �S °bp. _.. _ -- -� I - !/p / 842.54 656 CHAIN NK FENCE i �/ CHAIN LINK FENCE ° °' STA. 6 +79.05 LINE SD -1 6 dO / 1 ° -._ _ I "~ -- _ END 42" RCP, CONSTRUCT rm Ln 75 .F. h ° 6 3 662 66 s °' S5 Mx ` ^ se\ °�'Q I ICEI tl E® TYPE B HEADWALL n a` � 0 •r,° Yv \.`I 6h ^' y1� e'i0T 2, BLOCK 1 p°1• + ° 1 7 LO/T 1\ \ BLOCK 1 41'x. ` �M1' `��d' 661 y1 + �RAPEVINEGIONAL INDUSTRIAL 1�ARK + -_� _ _-� _ y : PROPOSED SPILL -WAY AND GRAPEVINE REGIONAL INDUSTRIAL PARK e e DETENTION POND BY OTHERS o 0 0 CAB. A, SLIDE 1730 + CAB. A. SLIDE 1730 Y I p1A9VN'1NG LID 3 CONSTRUCT 211 LF. OF CONCRETE RETAINING ° LOT 6 ( WALL AS SHOWN. SEE DETAILS ON SHT. C3 NOTES ti 1 FORA L HORIZONTAL CONTROL DIMENSIONS B. ALL WALKWAYS TO HAVE A MINIMUM OF 1/4" PER FOOT CROSSFALL SLOPE ' *• * .••JAMES DEWEY JR .. � ° I. SEE SHEET C- PAVING PLAN L AWAY FROM THE BUILDING. L0 2. SEE I FOR STORM DRAIN PROFILES. 9 ALL SITE PAVING TO BE DONE IN ACCORDANCE TO THE RECOMMENDATIONS .. 9 N AS OUTLINED IN THE SOILS REPORT FOR THIS SITE. 3. SEE N 0 FOR DRAINAGE AREA MAP AND ALL PAVING DETAILS. � W a � 4. SEE SHEET C -7 FOR H-1 ACCORDANCE TO THE RECOMMENDATIONS AS OUTLINED IN THE SOILS REPORT c 5. Z U FOR LOCATION AND DETAILS OF ALL PAVEMENT JOINTS. FOR THIS SITE. Q U} N z o_ 11. ALL LANDSCAPED AREAS TO BE UNIFORMLY GRADED AS SHOWN. z N W � ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE o Q TUn od APPLICABLE U MUST OBTAIN ALL NECESSARY PERMITS FROM THE STATE LLj m fn z a by °9 n1°" ° ss Ir \ \ •M1 ��, i� LOCA ION: 045 Stw Hwy.711 est 7 ` } 659.06 + ° 9�C \ \ \ n^' m Ir�e1 I rret s rye -1e�E + bh ^$ °,f °° V-0 ° °'� 658.84 + + °" 6'3.6 + \ ° Y b°° ' p � s \ 9`r MAY S CRETARY Q V b I� I °!i' � + 658.66 y1 �h J, 1� yy' qy \+ \ \ b4,!s' aJ a rl 1 + Goo 47 +3 + +�' \ \\ 4} °4P �� �j DATE: m b1 1 I I ^lb cl, STA. 3 +2748 LINE 5DB \ \65432 P° th` �A P NNI G AND ZONING COMMISSION pb° I s bh ONSTRU JUNCTION BOX \ P o + o , + s \ F 0 SAW -CUT, BREAK k REMOVE 70 OF p b1• I ' t 9 s9 ro° 1y CURVE D \ \ \ 2� •17 RB ? o ° I b°M1'^ +� '*° b p•g 1= 34'19'58" \\ \ bbh� O k IGUTTER.RCONSTRUCT APPROACH NO ETE AIR AN Li I I ' Lo + 9 + R= 100.00' zt+ b^ DRIVE APPROACH. SEE NEW C RETE Z m 03 �c .n L =59.92' PAVEMENT TO EXISTING ASPHAL VMT. n ,n r INSTALL 48" RCP + p•P STA. 5+11.55 LINE } AND CONCRETE PAVEMENT SECTI W '� J N + CONSTRUCT JUNCTI N BOX t LC =59.03' 2 to ( STA. +98.24 NE SD -2 b �b _ ° HIGHWAY R.O.W. DETAILS ON SH SHEE. OF 9 O N J END 8" RCP. STRUCT+ b c - - . - .- - - - - - - - - - - bhh' 656 .95 Q > _ 01 �-- C8 =N7229 30 E GRA INLET (W 2 GRATES) + 1 >M1 N •3 "9 j IIItl 05 2j,,, I - - - - - - - - - _ �' � ese.11 tt� APPR AL DES NOT AUTHORIZE ANY 00 b°1^ PROPO D FIRE HYD NT _ _ a IIIII� IIIII� erg 656 7a WORK IN C NFLICT WITH ANY CODES OF �+ J + 659 656 657 I I 657 es7 ♦ asa.os ORDI NC pbq• I f 662 ,• 661 660 np .p J- E B 4A b °' p y DEPT. F D ELOPMENT SERVICES B1 I E ' IN ALL 48" RCP � � 16� EL 564.0 FTC IN I ., I_ Ilr r1�1 e1� ... .}. S. ...,1� I_ ... I_ .p 1111✓ n - - ti J 1 � � EA � TJ+� ti � �F -F-EL• 558.50 LLJ I LI 1 FF L 563.50 FF EL 50 FF 561.50 FF EL 560.0 }° FF EL 9.50 FF E 558.5D I e L� I a56st �. - S7 �' ' cnl \ I � J STA 0 +70.54 LINE D -3 �' 836 � I � 4 + ` END 15" RCP, CONS UCT 664 g63 662 661 $60 b w - FIRE HYD. + J Z J I bbp� GRA INLET (2 -GRA S) • • .:., .. • • • • • �� "' •.Cg1a1ER PAVOE'HT � EXISTING A/ 6 r �', -� 1.4 Z J SO CURVE DA A a 1 O O I LOT 5 I 1= 18'11'42" o s� I I '_ ( R= 100.00' II + ° +° `� STA. 5 +71.55 LINE SD -1 C7 �� ��. 66 I I a J STA. 4 84.94 ' i t + i I + P °, ° CONSTRUCT GRATE INLET 1 7 L= 31.76' + I 81 I J J UNE SD 2 �=16.01, 2' I I INSTA 15" RCP I I I ° I INSTALL 48" R W I (WITH 2 GRATES) I 1' J I CONS CT Q l° n I Z JUNCTIO BOX C6= S08'45' 0 "W - - - - - - - - - - - r. >r II. rl� ell✓ Iell� _ I_ rare Z elll� t_ rl trl� �. ^� +mss» r I� i = li l ��"- d Q I 2 (n I nh s Now � �I ..e p# STA. 6.41.55 LINE SD-1 bn' I r b'h W I 666.6 •. STA. 3+ 4.96 UNE S -2 W + a I ^� CONSTRCUT GRATE RJLET + I FF E` ^$ I +' °� W r �- < 1n ^M11 II ( o = STA. 00 LINE S -3 z -� �°`' FF EL 59.50 I FF EL 558.0 (yv�Ti.i 2 CRATES) +ess.s9 EL 558.50 I 658. Htt : b ° ^py �� +' 10 CONST. J NcT1oN Bo 66* FF EL 5 .50 I FF EL 563 50 I FF 562.50 .M1 I FF EL 561.50 I FF EL 560.50 ° I - °a n 5' J _t °oc, OQYZW _ - -- - - -- - -.� g62 -- =66i • , A. Fyn .y ..` - -�. ��. F (` '` ',z� -- _- - - - -- - - -- - -- _ - - - -- h IN 2T RCP + I (; 656' �� in pI' b�9. Jam• O a Z bba a 665 SD -2 - 1 m + H m INSTALL 42" RCP °� 0 /V�// STALL 21' R - °s F EL M _ Illtl� etil� Iles tl� ee= IIIII� a_ r 1IIle� 1h1s s s s re/ r� �'lllll� r� SS ux ♦ 7 M r' a END EL _ .� � 11 elllllr Ali '�' �'" '� 66 50 FF EL 561.50 FF EL 560.50 EL 5 .50 FF EL 558.50 ph FF EL 558.50 CUR 6.00 EL 65.50 FF EL 564.5 FF EL 563. 658 ti �, O � O 0 665 6g 6 3 6 661 6 659 656 657 .y�° n9" 1 Q_ V / .J M1 ". X55 757 _ 4 OVERHEAD ELECTRIC .M1 vV SOS J7'L'� 4jp �S °bp. _.. _ -- -� I - !/p / 842.54 656 CHAIN NK FENCE i �/ CHAIN LINK FENCE ° °' STA. 6 +79.05 LINE SD -1 6 dO / 1 ° -._ _ I "~ -- _ END 42" RCP, CONSTRUCT rm Ln 75 .F. h ° 6 3 662 66 s °' S5 Mx ` ^ se\ °�'Q I ICEI tl E® TYPE B HEADWALL n a` � 0 •r,° Yv \.`I 6h ^' y1� e'i0T 2, BLOCK 1 p°1• + ° 1 7 LO/T 1\ \ BLOCK 1 41'x. ` �M1' `��d' 661 y1 + �RAPEVINEGIONAL INDUSTRIAL 1�ARK + -_� _ _-� _ y : PROPOSED SPILL -WAY AND GRAPEVINE REGIONAL INDUSTRIAL PARK e e DETENTION POND BY OTHERS o 0 0 CAB. A, SLIDE 1730 + CAB. A. SLIDE 1730 Y I p1A9VN'1NG LID 3 CONSTRUCT 211 LF. OF CONCRETE RETAINING ° LOT 6 ( WALL AS SHOWN. SEE DETAILS ON SHT. C3 NOTES ti 1 FORA L HORIZONTAL CONTROL DIMENSIONS B. ALL WALKWAYS TO HAVE A MINIMUM OF 1/4" PER FOOT CROSSFALL SLOPE ' *• * .••JAMES DEWEY JR .. � ° I. SEE SHEET C- PAVING PLAN L AWAY FROM THE BUILDING. m ° 2. SEE SHEET C -3 FOR STORM DRAIN PROFILES. 9 ALL SITE PAVING TO BE DONE IN ACCORDANCE TO THE RECOMMENDATIONS .. 9 AS OUTLINED IN THE SOILS REPORT FOR THIS SITE. 3. SEE SHEET C -4 FOR DRAINAGE AREA MAP AND ALL PAVING DETAILS. � 10. ALL SITE GRADING AND SUBGRADE PREPARATION SHALL BE DONE IN 4. SEE SHEET C -7 FOR EROSION CONTROL PLAN OF THE SITE ACCORDANCE TO THE RECOMMENDATIONS AS OUTLINED IN THE SOILS REPORT c 5. SEE SHEET C -6 FOR LOCATION AND DETAILS OF ALL PAVEMENT JOINTS. FOR THIS SITE. 11. ALL LANDSCAPED AREAS TO BE UNIFORMLY GRADED AS SHOWN. 6. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE ° PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. MUST OBTAIN ALL NECESSARY PERMITS FROM THE STATE �.........,E14tl0 .. ''4�onrt� S�ONA C E N0. CU95 -14 = 12. CONTRACTOR N 7. ALL SPOT ELEVATIONS ADJACENT TO CURBS ARE GUTTER ELEVATIONS HIGHWAY DEPARTMENT FOR ANY AND ALL WORK TO BE DONE IN HIGHWAY SITE PLAN N0. SP95 -16 RIGHT -Of -WAY. UNLESS OTHERWISE SHOWN. z w� SHEET 11111 E GRADING AND PAVING PLAN DATE APRIL 25, 1995 SCAM 1 " = 30' DRANK BY' SAS (ACAD) CHECKED BY: JDJ SHEET NO. 3 or 9 z O 1= 0 Q O z O c' Q C9 0 N Q Y U 0 m I- O J (g37 N 0 of L✓ V 0 a i n m rn rn Z. m 0 c L'J O 4 V) Z w LOT 3 CONCRETE PAVEMENT 1- Z N W W 13 z w o � I s 1- p J <� F � I Y � a LOT 4 rn 00 Ln I � Y <� a as -j a a m Z c; wl Z 5 w 0 m 3 0 a> � r N O O O Z LOT 5 LOT 6 m � o w x N89'35'55 "E X x- PROPOSED CONCRETE PAVEMENT BY OTHERS 165.00' — I 7C r � \ W \ I N / l _J r I0) o I I I 1j y I I 1 I w NI �I 0 OI LOT 1 BLOCK 1 VAN CLEVE ADDITION 10' UTILITY EASEMENT — — — — — — — — — — — — — l / u Fm • \ \\ \ \ TEL PP \ 9 STEEL VAULT \ op s \ O oxy Pp LOWER WATER LINE AS NECESSARY INSTALL TO CLEAR PROPOSED STORM DRAIN 1 -12 "x 8" TAPPING SLEEVE \ \ 1 -8" GATE VALVE \ \ INSTALL 1 -8 "x 45' BEND — \ ` I I 8" WATER 20' UTILITY EASEMENT — — — 155.00' _ _ — _ � � — — L � PLAN OF: Provident Realty Group CASE 1D: CU95 -14 LOCATION: 2045 State HWY. 114 West ARY M RET AYOR DATE: PLANNING AND ZONING COMMISSION C Al AN DATE: SHEET 4 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES NEW POWER POLE AND POLE MOUNTED TRANSFORMERS TO BE SET BY TU ELECTRIC NOTE: CONTRACTOR TO DETERMINE SIZE OF EXISTING WATER SERVICE PRIOR TO THE INSTALLATION OF NEW WATER SERVICE, AND USE IF ADEQUATE FOR WATER DEMAND. CAUTION GAS MAIN AND UNDERGROUND TELEPHONE LINES IN AREA. CONTACT UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO DIGGING IN AREA FOR LINE LOCATIONS. I` L- — — — — — — — — — — N89'39'29 "E 567.21' i ---------------------- INSTALL W Ir 1 -FIRE HYDRANT W W i I-- - - - - -- - - - - -- ---- - - - - -- _ PVC CONDUITS I FOR RSECONDARY ELECTRIC \ \Y EXISTING II I 1 al I SERVICE TO THE BUILDING \ FIRE HYDR T II I 15' DRAINAGE— I I INSTALL 3" UNDERGROUND ELECTRICAL A,� \ \�• EASEMENT PVC CONDUITS FOR TELEPHONE SERVICE \ ` 24' FIRE LANE TO THE BUILDING I ICI f all — I I 5j s INSTALL 4" SE S RVICE �' ON 2% MINIMUM GRA E II I I I� I I II UI I I NOTE: SEE PLUMBING PLANS FOR - I I v's � EXACT LOCATION OF SERVICES AT NOTE: SEE SHEET C2 FOR DETAILS OF I, I I I BUILDING. C TALL sF \ I I I I I PROPOSED STORM DRAIN SYSTEM. i i C ANOUT �j l l l \ I I .� -- -- II — — — — — — — R FO ` \\PP I INSTALL 3/4 — 669�9 " WATER R O� \� \I I L— — — — — — — — — — — — — — — — — — — — 2-2 — — — 21" RCP _ — — — — — — — — I DOMESTIC SERVICE 21' RCP 24' FIRE LANE \ • ------ - - - - -- ----------------- - - - - -- 484.96'— — — — — — — — I I / 9jl'P — ---------------- `----------- — — — — — — — — — — — -- al)- -� " L \\ r. X Lola MIKE COOK GTE SOUTHWEST 402 S. BARTON GRAPEVINE, TEXAS 75061 (817) 481 -8520 SWB _- BILL BOHNENBLUST 400 W. SOUTH ST ARLINGTON, TEXAS 76010 (817) 882 -5225 OVERHEAD ELECTRIC APP CHAIN LINK FENCE 15' DRAINAGE & UTILITY EASEMENT — LOT 1, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 UTILITY CONTACTS LONE STAR GAS (BEDFORD SERVICE CENTER) MR. MELBA SMITH /MR. SHAWN MICHIE 200 RELIANCE PARKWAY BEDFORD, TX 76021 (817) 571 -9496 PARAGON CABLE BOB MACIOCH 820 W. NORTHWEST HIGHWAY GRAPEVINE, TEXAS 76051 (817) 481 -9042 TU ELECTRIC TERRY LASATER P.O. BOX 970 FORT WORTH, TX 76101 (817) 882 -6258 OR SONNY RHODES P.O. BOX 1329 GRAPEVINE, TEXAS 76099 (817) 858 -•2569 I _11 I 57.5' PRIVATE LANDSCAPE AND DETENTION AREA 1 -2 x 12 TAPPING SLEEVE 10:1 1 l 1 I i_2" GA VA TE L a VE ` �4 1 -1 1/2 WATER SERVICE (IR :1_ .L. I SEE DETAIL THIS SHEET c .. 842.54' CHAIN LINK FENCE 20' DRAINAGE &UTILITY EASEMENT 55 YH LOT 2, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK — 15' UTILITY EASEMENT CAB. A, SLIDE 1730 I I II NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN STRICT CONFORMANCE TO THESE PLANS AND ALL APPLICABLE MUNICIPAL CODES AND STANDARDS. 2. THE CONTRACTOR SHALL MAKE APPLICATION FOR SERVICES, OBTAIN ALL PERMITS, AND PAY ALL CHARGES, FEES, AND CONNECTION COSTS REOUIRED FOR EACH UTILITY SERVICE. (THESE COSTS AND FEES SHALL NOT BE INCLUDED IN THE BASE BID). 3. SEE PLUMBING AND ELECTRICAL PLANS FOR EXACT LOCATIONS AND DETAILS OF SERVICES INTO BUILDING. 4. CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM TEXAS DEPARTMENT OF TRANSPORTAION FOR ANY AND ALL WORK TO BE DONE IN HIGHWAY RIGHT -OF -WAY. 6. PLUMBING CONTRACTOR SHALL MAKE ARRANGEMENTS FOR GAS SERVICE INSTALLATION BY LONE STAR GAS COMPANY. CITY OF GRAPEVINE BENCH MARK CG -27P -1 CHISLED SOUARE CUT ON S W. CURB RETURN AT LANCASTER & HIGHWAY 114 ACCESS ROAD. ELEVATION 670.72 TEMPORARY BENCH MARK: ALUMINUM DISK IN CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THIS TRACT. ELEVATION 650.73 \ \PP SS w f — z RECEIVE-:0\ PLANNING Ott \�Zt,, ,�� <E• OF • Tfkg111 JAMES DE... JR 1 S /ON f CASE N0. CU95 -14 SITE PLAN N0. SP95 -16 REVISIONS: DATE DESCRIPTION IF SHEFT TITLE UTILITY SERVICES LLJ o 3 SCALE 1 " = 30' DRAM BY: SAS (ACAD) CHECM BY: JDJ SHE P NO. 4 OF 9 O I 1.L. N O N CD z CD Ln O 1` R VJ Q N W � ° Q W�/� �- Z z 5 Q } Q z O_ O LD N W Z V) 4 =O yy aV j ? =m<z �w Z UC9 W m >4 z In in Q X w CL r, W Z C5 2 0- A W J N IF SHEFT TITLE UTILITY SERVICES LLJ DATE: APRIL 25, 1995 SCALE 1 " = 30' DRAM BY: SAS (ACAD) CHECM BY: JDJ SHE P NO. 4 OF 9 1.L. O z O R Q ° Q W�/� �- / V/ Q } Q O x O <Yzw U Q =O °w =m<z �w UC9 W oa¢f - o< IF SHEFT TITLE UTILITY SERVICES PLAN DATE: APRIL 25, 1995 SCALE 1 " = 30' DRAM BY: SAS (ACAD) CHECM BY: JDJ SHE P NO. 4 OF 9 0 0 Q O Z 0_ a U O F- U) Y U 0 m r 1'- O J HEADER 5OUTH ELEVATION BUILDING A AT 10k-0" SCALE 1l8' = 1'-O" W - – — MASONRY WALL-- _ — — - -- NORTH ELEVATION BUILDING A SCALE 116, BUILDING 'A' WALL AREA: 2,900 S.F. MASONRY AREA: 1.880 S.F. HEADER METAL FASICA TRIM DOORS AT,OLO" SOUTH ELEVATION BUILDING B Q,rAl v I W = 1,417 HEADER BUILDING 'B' _ MASONRY COLUMNS DOORS ORS NORTH ELEVATION BUILDING 13 WALL AREA: 3,190 S.F. AT 1O'-0" MASONRY AREA 1,150 S.F. SCALE I E 1 / 5' = 1'-0" HEADER NORTH ELEVATION BUILDING C SCALE 11.5" = 1'-0" METAL FASICA TRIM WE5T ELEVATION BUILDING C SCALE 1 /8" = 1'-0" 5OUTH ELEVATION BUILDING C SCALE 116" BUILDING 'C WALL AREA: 408.5 S.F. MASONRY AREA: 2,700 S.F. MASONRY WALL METAL FASICA TRIM MASONRY WALL EAST ELEV. BUILDING A SCALE 1 /S' = 1'-O" METAL FASICA TRIM MASONRY WALL WE5T ELEY, BUILDING A SCALE 1 /P.!' = 1'-0" EAST ELEVATION BUILDING B SCALE 1 /S" 1' O" METAL FASICA TRIM MASONRY WALL WE5T ELEVATION BUILDING B SCALE 1 /10 MASONRY COLUMNS AT 10L0" HEADER PANELS PLAN OF: Provident Realty Group CASE #: CU95 -14 LOCATION: 2045 State Hwy. 114 West MAYOR CRETAR DATE: PLANNING AND ZONING COMMISSION 44M HA I N DATE: SHEET 5 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES w METAL FASICA 7 TRIM t 2 MASONRY WALL i EA5T ELEVATION BUILDING C SCALE ,/B' = 1'-0" RECEIVEED PLANNING V 5.57-/ Fq N U Q h t0 W W n ° /Vyy lJ_. fn Z d z W V� Z Q W Y ry z w W $ � .ti m m f. Q W 7 Fq N LlJ Q h t0 W W n ° /Vyy lJ_. fn Z h °b O W V� Z Q y A W .ti m 4 F- a z Q � M • p Z N O �p r` O F- � 0 W CL s h 0 a ~_ J It 3 O _ U. M °C W6 �i 4C ., o v. Fq N SHEET NO. 5 OF 9 r 937 r LlJ /Vyy lJ_. fn cc O O LL I— /� V ) a Ll- LIJ 1- N O p Z } a � C) ry _ 0 a a (I) N SHEET NO. 5 OF 9 r 937 r NORTH ELEVATION BUILDINGS 'D & G" SCALE 118" = T-O" FASCIA TRIM EAST ELEVATION BUILDINGS 'D WEST ELEVATION BUILDING 'F' SCALE 1/8" = V-O" SOUTH ELEVATION BUILDINGS 'D & G' NORTH ELEVATION BUILDING f SCALE 118" = 1' -0" CONT. GUTTER WITH DOWN SPOUTS AT 301-0" SOUTH ELEVATION BUILDING 'F' WALL AREA BUILDING MASONRY AREA: WALL AREA BUILDING MASONRY AREA., WALL AKEA BUILDING MASONRY AREA 17 4,585 S.F. 2700 S.F. 'G1 4.296 S.F. 4.035 S.F. 'F' 6.035 S.F. 5,396 S.F. _ FASCIA TRIM MASONRY M7.TE7j� FASCIA TRIM WEST ELEVATION BUILDINGS 'D & G' EAST ELEVATION BUILDING 'F' SCALE 1/8" = 1'-0" SOUTH ELEVATION BUILDING 'E' SCALE 1/8" = i' -0" FASCIA TRIM ..I' F.IWDO T -1 �r EAST ELEVATION BUILDING 'E' SCALE 1/8" = 1' -0" WALL AREA: 6.630 S.F. MASONRY AREA 1.600 S.F. L=...,a1= WEST ELEVATION BUILDING 'E' SCALE V8" = 1'-0" CANT. GUTTER WITH FASCIA TRIM _ -_ -_ fM.7VIVh1 NORTH ELEVATION BUILDING 'E' C UMN5 SCALE 1/8" = V-O" PLAN OF: Provident Realty Group CASE t1: CUSS -14 LOCATION: 2045 State Hwy. 114 West MAYOR CR PET AR DATE: PLANNING AND ZONING COMMISSION HAIRMAIV DATE: SHEET 6 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES lr N c Q tp n W° z W I- r W � Z Q v z \ j W O O � z Y 7 z W U V N � RECEIVED 40 M O t a z W Q C 0 a DATE: SHEET 6 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES N c Q tp n W° z W I- r W � Z Q � a n W j N 00 q 7 Z Q U � RECEIVED 40 M Q 40 h A a N W In _ r cc O V c O ~ a .Oi a O � DATE: SHEET 6 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES r p ,> r q 7 U RECEIVED PLANNINO a I'O ►/ � LU V Q � a Q I..L W QCD rill ~ Z H I- a W SHEET NO. 6 OF .! PROP05ED EAST ELEVATION OFFICE SCALE 1 / 4" = 1'-0" WALL AREA: 1.100 S.F. MASONRY AREA: 953 S.F. PROP05ED SOUTH ELEVATION OFFICE SCALE 1 / 4' = 1'-0" a m PROPOSED NORTH ELEVATION OFFICE SCALE 1/ 4' = 1'-0" COMP. SHINGLE ROOFING r PROP05EP WEST ELEVATION OFFICE SCALE I/ 4' = 1'-0" PLAN OF: Provident Realty Group CASE #: CU95 -14 LOCATION: 2045 State Hwy. 114 West DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 7 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES RECEIVED PLAftiNI r. .r r r s' n r L • 1 n rl LI V LL Q�N O V J J LU Vl � IJ 'NQ L.L.. SHEET N0. ,,:Ili 7 OF u_ O Q WW Z Z a fN a � a W z W F ° ' W (A Z a "^ s ai-IL z O = a 3: ". W 4c V m h W } ♦" k ~ Q O O tl ~ L • 1 n rl LI V LL Q�N O V J J LU Vl � IJ 'NQ L.L.. SHEET N0. ,,:Ili 7 OF u_ O Q WW Z Z a fN a � W z W F ° ' W (A Z a "^ ai-IL Z a V■ tp ♦" k ~ Q y fi W 4A ~ U) oa =�� J cc o W4 r m o SL as a * L • 1 n rl LI V LL Q�N O V J J LU Vl � IJ 'NQ L.L.. SHEET N0. ,,:Ili 7 OF u_ O Q WW Z Z a z 0 w U G r w w 0 m cn Lc N m LD 0 U 0 w LOT 3 CONCRETE PAVEMENT LOT 4 Ex EC F ¢ CL � a ¢ e m � a 0 Z o w o0 Zm 5 " w J LOT 5 LOT 6 C_- • II �i Vl Z J of a w x a 35'55" 120' 165.00' PROPOSED CONCRETE PAVEMENT PROPOSED ❑ CONCRETE PAVEMENT • CHAIN LINK FENCE • LO a; 03 N Ln- O 0 N • o>.En>,EAO ELECTmc PP LOT 1 BLOCK 1 VAN CLEVE ADDITION LOT 1, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK _ CAB. A, SLIDE 1730 NOTES I. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR IN ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES AND LINE RUNS. 2. CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF ALL OUANTITIES PER DRAWING AND SPECIFICATIONS BY LANDSCAPE DESIGNER. PLANT QUANTITIES HAVE BEEN PRPVIDED AS A CONVENIENCE ONLY TO TIM CONTRACTOR AND SHALL NOT Be CONSIDERED ABSOLUTE. 3. ALL BEO ARL-Av, °HALL BE ROTOTILLED TO A DEPTH OF 6" ADOIN; PLANTING SOIL MIXTURE DURING PROCESS. THE LEVEL OF THE BED AREAS SHOULD BE LEFT 3' ABOVE THE PROPOSED FINISHED GRADE TO ALLOW FOR COMPACTION AND SETTLEMENT. PROPOSED CONCRETE PAVEMENT C t�l Z O Z s� TEL J.B. PP PP / O TEL J.B. STEEL VAULT y.IL PARKING AREA 24,116 50. FT. LANDSCAPING REQUIRED IN 2,412 SO, FT. PARKING AREA (10% OF AREA) SPACING LANDSCAPING PROVIDED IN 5,605 50. FT. PARKINC AREA 6 PARKING LOT TREES REQUIRED 6 TREES (1/400 SF OF REQ"D. LANDSCAPING) RED OAK PARKING LOT TREES PROVIDED 6 TREES PERIMETER TREES REQUIRED 51 TREES (I PER 50 LF OF PERIMETER, CREPE MYRTLE OR 1000 LP/50) 7 PERIMETER TREES PROVIDED 51 TREES B16k ti PROPOSED CONCRETE PAVEMENT 4, AFTER SETTLEMENT AND COMPACTION ALL PLANTING BE05 SHALL RECEIVE A 2' (MIN) LAYER OF SFRECED CYPRESS MUCH. 5. PLANTING SOIL MIXTURE FOR BED AREAS SHALL BE 50Y. EXISTING SOIL, IOY. SHARP SAND 40Y. SOIL CONDITIONER (BACK TO EARTH OR EOUAL). 6. ALL TREES ARE TO BE STAKED AND GUYED THROUGH THE ONE YEAR WARRANTY AT WHICH TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY. 7. ALL BED AREAS SHALL Be SWERATED FROM TURF AREAS USING RYERSON STEEL EDGING, �,• SS uH 1 CHAIN LINK FENCE LOT 2, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 PLANT SCI- PULE COMMON NM'1E Y QUANTITY 4S t SPACING LIVE OAK Q ERCU4 VIRCINANA 6 : 1/2' CAL, AS SHOWN 842.54' RED OAK OUERCUS SHUMAROI1 6 4, AFTER SETTLEMENT AND COMPACTION ALL PLANTING BE05 SHALL RECEIVE A 2' (MIN) LAYER OF SFRECED CYPRESS MUCH. 5. PLANTING SOIL MIXTURE FOR BED AREAS SHALL BE 50Y. EXISTING SOIL, IOY. SHARP SAND 40Y. SOIL CONDITIONER (BACK TO EARTH OR EOUAL). 6. ALL TREES ARE TO BE STAKED AND GUYED THROUGH THE ONE YEAR WARRANTY AT WHICH TIME THE OWNER SHALL DETERMINE IF REMOVAL IS NECESSARY. 7. ALL BED AREAS SHALL Be SWERATED FROM TURF AREAS USING RYERSON STEEL EDGING, �,• SS uH 1 CHAIN LINK FENCE LOT 2, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 PLANT SCI- PULE COMMON NM'1E BOTANICAL NAP'S QUANTITY SIZE SPACING REMARK.4 LIVE OAK Q ERCU4 VIRCINANA 6 : 1/2' CAL, AS SHOWN BALLW/BLRLAP RED OAK OUERCUS SHUMAROI1 6 2 1/7 CAL. AS SHOWN BAl.LEO/BIXtLJW CREPE MYRTLE LAGERSTROWIA INDICA 7 6' -B' HOT. AS SV4WI4 BALLED/BIXtLAP DWF BURFOP.D HOLLY ILEX CORNITA BURFORDI NANA 42 5 CAL. 36' C-C CONTAINER BERt7 DA GRASS CYNIADON DACTYI ON 35,96? SF. - - HYOROTIU CH FCASE#: ident Realty Group -14 45 State Hwy. 114 West eJI/L+ Sf CRETARY DATE: PLANNING AND ZONING COMMISSION )CHAIRMAN DATE: SHEET 8 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES A �T� .9 '0 r �i,2222Z r � I'r I. • • r yh 0 SS W. PP K\ SS MH = \r P,,(-AN 1ING CASE NO. CU95 -14 SITE PLAN NO. SP95 -16 F5 REVISIONS. DATE DESCRIPTION ffSHEET nnFDSCAPE PLAN DATE., APRIL 25, 1995 SCALE: 1 " = 30' DRAMN BY: SAS (ACAD) CHOKED BY: JDJ .SHEET NO. V o Z O O 0 Q O z 0 Q 0 In a Y O J m r 0 W •� t N c{pq 8 U% 4 R. O V) U Q s qt o fC> 5 V J W �al oxW r�aAl Z z ° �YZI— A q V (�1 o m 1�z_ r U Z z Z N q UJI K W C- WZ z In Z¢ O A W J N ffSHEET nnFDSCAPE PLAN DATE., APRIL 25, 1995 SCALE: 1 " = 30' DRAMN BY: SAS (ACAD) CHOKED BY: JDJ .SHEET NO. V o Z O O 0 Q O z 0 Q 0 In a Y O J m r 0 W C.� Z R. O V) Q qt W N }Q oxW 0 �YZI— O—JQZ .. Lj a LLI olio- oa ffSHEET nnFDSCAPE PLAN DATE., APRIL 25, 1995 SCALE: 1 " = 30' DRAMN BY: SAS (ACAD) CHOKED BY: JDJ .SHEET NO. V o Z O O 0 Q O z 0 Q 0 In a Y O J m r 0 a x z CD Ln a W a 0 w 0 cn rn v+ N CD m 0 c U 0 i w LOT 3 CONCRETE PAVEMENT LOT 4 a� a 6 � V) m V) 6 z_a wl zm 0. w Q x C9 LOT 5 LOT 6 N89'35'55 "E 165.00' n N 45 1 g' 1)5' � o I 5' I I rn I I I I II i rp I I I I­-~I I II I if1 � N I N r7 I PROPOSED FIRE HYDRANT — z I a i I I I I, I I UU II I II V) 7 I s 0. I N 65' I Q i I I PP I I in t rn II00 b I M 11 1 w ` N I � 1I o li c°n �I J O LOT 1 BLOCK 1 VAN CLEVE ADDITION 1 1/4- MAIN -l_ -- N89839'29 "E 567.21' 1 1/4' MAIN -0- -- �-- '..�_ -411.- - -__� =-i- - ♦ - -t - ♦ =_t - ♦�- F - -s-� -i =r- - 1 1/4" MAIN • 58�`313'£9"W OV£RHEAD ELECTRIC -PP CHAIN LINK FENCE LOT 1, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 � Tom_■ z PP NOTES: 1. LICENSED STATE OF TEXAS IRRIGATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO OWNER AND ARCHITECT PRIOR TO INSTALLATION OF DIAGRAMMATIC LAYOUT. VALVE AND HEAD LOCATIONS. 2. IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED STATE OF TEXAS IRRIGATOR. ELECTRICAL CONTRACTOR SHALL CONNECT ELECTRICAL TO MAIN SERVICE. 3. UCENSED IRRIGATOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS. 4, LICENSED IRRIGATOR SHALL REVIEW PLANS OF IRRIGATION SYSTEM PRIOR TO INSTALLATION OF SPECIFIED PLAN MATERIALS. OWNER AND ARCHITECT ARE TO BE NOTIFIED IF THERE ARE ANY DISCREPANCIES BETWEEN SYSTEM DESIGN AND ACTUAL JOB SITE CONDITIONS. SYSTEM IS DESIGNED FOR SO PSI, VERIFY NTH LOCAL UTILITY COMPANY. SHOP DRAWINGS ARE TO BE SUBMITTED TO OWNER AND ARCHITECT PRIOR TO INSTALLATION, 0 1 1/4" MAIN i • l SS Yil z O O z s� 9 CIO • TEL J.B. O�L PP PP 3r O • TEL J.B. 1 1/4" MAIN ��_�---- } --�-- ]1 PP 842.54' 5. PIPING IS DIAGRAMMATIC - AVOID CONFLICTS WITH EXISTING AND PROPOSED PLANT MATERIAL LOCATION. 8. HEAD LAYOUT IS APPROXIMATE - ADJUST TO PROVIDE 100X COVERAGE. 7. PVC PIPE SHALL BE CLASS 200 SOLVENT WELD EXCEPT FOR 1/2' PIPE WHICH SHALL BE CLASS 315. 8. PVC FITTINGS SHALL BE SCHEDULE 40 SOLVENT WELD. LOCATE CONTROLLER PER OWNERS DIRECTION STEEL VAULT s� Eta �Bm�G 91P so YI i l� ►Z� WATER AND DOUBL VALVE 1 1/4' MAIN CHAIN LINK FENCE LOT 2, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A. SLIDE 1730 LEGEND ® RAINBIRD 1260 RC CONTROLLER H 1 1/2" DOUBLE CHECK VALVE _ -- 1 1/2" CLASS 200 PVC MAIN - - - - - - 1/2" TO 1 1/4" PVC LATERALS O 1" OR 1 1/2" PE RAINBIRD VALVE PLAN OF: Provident Realty Group CASE #: CU95 -14 LOCATION: 2045 State Hwy. 114 West MAYOR ECRETARY DATE: PLANNING AND ZONING COMMISSION CH IRMAN DATE: SHEET 9 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. Or DEVELOPMENT SERVICES S �N F 1Ii40 P `J0 - -� 4k� S$ YM • -- ♦ 1 R _♦ II 28 rIECEI �JUNNNINf 1804 RAINBIRD 4" POP -UP HEAD, OR 1812 RAINBIRD 12" POP -UP HEAD IN SHRUBS AND GROUND COVER AREAS (USE APPROPRIATE ARC CONE) >;J RAINBIRD T -BIRD T -30 1' VALVE SIZE 169 GALLONS PER MINUTE CASE N0. CU95 -14 SITE PLAN N0. SP95 -16 REVISIONS: DATE DESCRIPTION I Y7 u� Jod C14 N N 8 T_ Tn PIP X r-r z U s 0 o N w Z o OQ N _ 8 U �j °�7 N z a m z z 0 Z LAj c Z O. A La.l N W I t � C� 7F O O N b I 4 c b i 1 1 120' 61 n N 45 1 g' 1)5' � o I 5' I I rn I I I I II i rp I I I I­-~I I II I if1 � N I N r7 I PROPOSED FIRE HYDRANT — z I a i I I I I, I I UU II I II V) 7 I s 0. I N 65' I Q i I I PP I I in t rn II00 b I M 11 1 w ` N I � 1I o li c°n �I J O LOT 1 BLOCK 1 VAN CLEVE ADDITION 1 1/4- MAIN -l_ -- N89839'29 "E 567.21' 1 1/4' MAIN -0- -- �-- '..�_ -411.- - -__� =-i- - ♦ - -t - ♦ =_t - ♦�- F - -s-� -i =r- - 1 1/4" MAIN • 58�`313'£9"W OV£RHEAD ELECTRIC -PP CHAIN LINK FENCE LOT 1, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A, SLIDE 1730 � Tom_■ z PP NOTES: 1. LICENSED STATE OF TEXAS IRRIGATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO OWNER AND ARCHITECT PRIOR TO INSTALLATION OF DIAGRAMMATIC LAYOUT. VALVE AND HEAD LOCATIONS. 2. IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED STATE OF TEXAS IRRIGATOR. ELECTRICAL CONTRACTOR SHALL CONNECT ELECTRICAL TO MAIN SERVICE. 3. UCENSED IRRIGATOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS. 4, LICENSED IRRIGATOR SHALL REVIEW PLANS OF IRRIGATION SYSTEM PRIOR TO INSTALLATION OF SPECIFIED PLAN MATERIALS. OWNER AND ARCHITECT ARE TO BE NOTIFIED IF THERE ARE ANY DISCREPANCIES BETWEEN SYSTEM DESIGN AND ACTUAL JOB SITE CONDITIONS. SYSTEM IS DESIGNED FOR SO PSI, VERIFY NTH LOCAL UTILITY COMPANY. SHOP DRAWINGS ARE TO BE SUBMITTED TO OWNER AND ARCHITECT PRIOR TO INSTALLATION, 0 1 1/4" MAIN i • l SS Yil z O O z s� 9 CIO • TEL J.B. O�L PP PP 3r O • TEL J.B. 1 1/4" MAIN ��_�---- } --�-- ]1 PP 842.54' 5. PIPING IS DIAGRAMMATIC - AVOID CONFLICTS WITH EXISTING AND PROPOSED PLANT MATERIAL LOCATION. 8. HEAD LAYOUT IS APPROXIMATE - ADJUST TO PROVIDE 100X COVERAGE. 7. PVC PIPE SHALL BE CLASS 200 SOLVENT WELD EXCEPT FOR 1/2' PIPE WHICH SHALL BE CLASS 315. 8. PVC FITTINGS SHALL BE SCHEDULE 40 SOLVENT WELD. LOCATE CONTROLLER PER OWNERS DIRECTION STEEL VAULT s� Eta �Bm�G 91P so YI i l� ►Z� WATER AND DOUBL VALVE 1 1/4' MAIN CHAIN LINK FENCE LOT 2, BLOCK 1 GRAPEVINE REGIONAL INDUSTRIAL PARK CAB. A. SLIDE 1730 LEGEND ® RAINBIRD 1260 RC CONTROLLER H 1 1/2" DOUBLE CHECK VALVE _ -- 1 1/2" CLASS 200 PVC MAIN - - - - - - 1/2" TO 1 1/4" PVC LATERALS O 1" OR 1 1/2" PE RAINBIRD VALVE PLAN OF: Provident Realty Group CASE #: CU95 -14 LOCATION: 2045 State Hwy. 114 West MAYOR ECRETARY DATE: PLANNING AND ZONING COMMISSION CH IRMAN DATE: SHEET 9 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. Or DEVELOPMENT SERVICES S �N F 1Ii40 P `J0 - -� 4k� S$ YM • -- ♦ 1 R _♦ II 28 rIECEI �JUNNNINf 1804 RAINBIRD 4" POP -UP HEAD, OR 1812 RAINBIRD 12" POP -UP HEAD IN SHRUBS AND GROUND COVER AREAS (USE APPROPRIATE ARC CONE) >;J RAINBIRD T -BIRD T -30 1' VALVE SIZE 169 GALLONS PER MINUTE CASE N0. CU95 -14 SITE PLAN N0. SP95 -16 REVISIONS: DATE DESCRIPTION I Y7 u� Jod C14 N N 8 T_ Tn PIP X r-r z U s 0 o N w Z o OQ N _ 8 U �j °�7 N z a m z z 0 Z LAj c Z O. A La.l N SHEET TITLE IRRIGATION PLAN DATE APRIL 25, 1995 SCALE: 1 " = 30' DRAM BY: SAS (A.CAD) MCM BY: JDJ SHEET NO. 9 OF 9 5� f z 0 a z 0 a O U) Q Y U O m 0 J W C� O O O c W cn V_ to }-aC;X 03xz �_ O .. Q Z m�W Lu O R. Q I— O a a. uI (n J V) t� SHEET TITLE IRRIGATION PLAN DATE APRIL 25, 1995 SCALE: 1 " = 30' DRAM BY: SAS (A.CAD) MCM BY: JDJ SHEET NO. 9 OF 9 5� f z 0 a z 0 a O U) Q Y U O m 0 J