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OR 91500-A-767 PD-280R-R Lift StationAN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. 91500-A-767 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A CHANGE IN ZONING FROM PD -280-R (PLANNED DEVELOPMENT- 280- RETAIL) TO PD -280R -R (PLANNED DEVELOPMENT -280 REVISED- RETAIL) TO APPROVE A DETAIL SITE PLAN FOR NEW CONSTRUCTION AND MAINTENANCE OF LIFT STATION TO BE LOCATED ON 0.725 ACRES OF LAND LOCATED ON THE SOUTH SIDE OF SANDY LAKE ROAD APPROXIMATELY 1,100 -FEET EAST OF MACARTHUR BOULEVARD, AND BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN; PROVIDING FOR APPROVAL OF THE DETAIL SITE PLAN, BUILDING ELEVATIONS, LANDSCAPE PLANS, AND FENCING PLANS, ATTACHED HERETO AS EXHIBITS `B" THROUGH "E"; AND PROVIDING FOR DEVELOPMENT REGULATIONS; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Planning and Zoning Commission and the governing body of the City of Coppell, Texas, in compliance with the laws of the State of Texas and pursuant to the Comprehensive Zoning Ordinance of the City of Coppell, have given requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally, and to all persons interested and situated in the affected area and in the vicinity thereof, the said governing body is of the opinion that Zoning Application No. PD-28OR-R should be approved, and in the exercise of legislative discretion have concluded that the Comprehensive Zoning Ordinance and Map should be amended. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That the Comprehensive Zoning Ordinance and Map of the City of Coppell, Texas, duly passed by the governing body of the City of Coppell, Texas, as heretofore amended, be and the same is hereby amended by granting a change in zoning from PD -280-R (Planned Development- 280- Retail) to PD-28OR-R (Planned Development -280 Revised- Retail) to approve a Detail Site Plan for construction and maintenance of Lift Station to be located on 0.725 acres of land on the south side City of Coppell Ordinance Pg 1 TM 121365 of Sandy Lake Road, approximately 1,100 feet east of MacArthur Boulevard, for the property described in Exhibit "A" attached hereto and made a part hereof for all purposes. SECTION 2. That the Property will be used, developed and maintained for a new Lift Station., as provided set forth in the Detail Site Plan, Exhibit B, is hereby approved subject to the use provided herein shall be subject to the development regulations: A. The plat for this property must be filed. B. This Lift Station shall be constructed and maintained in accordance with Exhibits B through E. SECTION 3. That the Detail Site Plan, Building Elevations, Landscaping Plans and Fencing Plans attached hereto and incorporated herein as Exhibits "B" though "E"; respectively; and, are hereby deemed as development regulations to this development. SECTION 4. That the above property shall be used only in the manner and for the purpose provided for by the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and as amended herein. SECTION 5. That the development of the property herein shall be in accordance with building regulations, zoning ordinances, and any applicable ordinances except as may be specifically altered or amended herein. SECTION 6. That all provisions of the Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 7. That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal or invalid, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. City of Coppell Ordinance Pg 2 TM 121365 SECTION 8. An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Comprehensive Zoning Ordinance, as amended, in.effect when the offense was committed and the former law is continued in effect for this purpose. SECTION 9. That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and upon conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 10. That this ordinance shall take effect immediately from and after its passage and the publication of its caption, as the law and charter in such cases provide. DULY PASSED by the City Council of the City of Coppell, Texas, this the 2 ! 1 day of 52021. ... RAI ATTOVNEY ATTEST: L 01 1 I'l U ASHLEY O S, CITY SECRETARY City of Coppell Ordinance Pg 3 TM 121365 - oFreo� a — x 1-1 ., Exl IFo—x oreDa of D� .o � areD r, �D,Em Mo E a � R. rvae�,e , .a.w T�aR e o.D ncR[1 S 9'45'00"E � � esrmm, rvr, n EAST SANDY LAKE ROAD ., P.O.B. 40.00' \ ++¢rvcx so ,xis a ss.,.,xx rawc. o�sr_w�x ox a.w xxc.i T� ry ue�E.v�ors \ rvoxmsxs NET ull� o eev e m, oe v.m muec w xcc nwr.r mneeum e r c nen.x 6 wW� o wm11 % xr=P rw.c .o Em sr corervereo cow,ere� VICINITY MAP ) t rxerveervo -. PauDorssn�erxncrrm-D rxe ervTexrv. .,.,x„o� -� _ or �vneo�reory reon rom,n ar r�sourmwsr cow,ere or sxmirss xrs cT 1 xwErrexx _ ­TH x� ' -.� xr rxe xxsreaxmosr rvoarx,rEsr rcarve _ irsa rvomwErervm E eEerew.nares xcree rrexc a xax 1. owawwDoeomE,rr ,r=mr es ° f \.. vu „c ® R r.. +M, cooxomarx. v - rxorer,ere or exm HER�N .1rrerEPErrvExo�EDn - - - - - - - a rvoDr �n me ory �E o ary :, �E D,�aaxN oax6aor �nxw. 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Tor T PnePose,e,D m l I p� III � corv,m� �e xeorvx�aee,®. �� "� ISI II I a � I i IIS �I x���ere��w���eoFaEnxErE.,�reYxF ,xx,. LEGEND ABBREVIATIONS OWNER MINOR PLAT ­0 COPP- COPPELL SANDY LAKE LIFT STATION ADDITION P.O. .418 LOT 1, BLOCK rxxxs COPPEN„ TEXAS ]5015 0.756 ACRES (32,928 SO. FT.) - x x �vwew: vya • ��oFxmm �uu�vm nceeg oF.an.e.m.-omeuleuswe axeaans, nauas eouxmv, SITUATED IN THE no,�wxx ,vex n-r�rooxarx�c o.Rn.c.T.-UEm REcaans, DALLticaVM1'Y, TESJ4:i ---- ® �n �aaaam ssr�.imrx orxraamx 9.-.r.=xux'aecaans,nu„ac courvrv. rxaas SA.AM.G. RR. CO. SURVEY, ABSTRACT NO. 1442 __-_-- Ervr ®W.�,�,x,xwocw.�xx (xxzx)-nxxn.rw,ss SURVEYOR AN ADDITION TO THE CITY OF LOPPELL, ervaorv.�,wx�s.u� x.a.6.=PWicE ax EGINMNG IBM= /� - ®'="a^'xer rtmly",O nrI-DC DALLAB COUNTY, TEXAS Exhibit "A" owom mon l iH � FUE.FP_SANDY-TE L5_202103II Page 1 of 1FCN 0 DRAFT: CHECK: SED SHEET: IOFI DATE: p3/11/2021 Exhibit "B"O / CURVE TABLE 10' U17VTY EASEMENT WOTY VOL 2003029. PG 123 OQ / / N0. DELTA RADIUS LENGTH CHORD BEARING CHORD z0 10 o z0 0 „.. Page et 2 O. 3/ / / DRAT NGE EASEMENT j CI 2'57'28" 795.00' 41.04' 57651'29"E 41.03' GRAPHIC SCALE WL 81012, PC 1311 / C2 511'34" 452.47' 41.01' N7T0637'W 40.99' 1 WL 81041, PC 2809 / 20' FORCE MAIN EASEMENT OWL 81041, C. T. / LOT I, BLOCK A �i ✓IX 200J02s, PG 12J �I - / ST. JOSEPH VILLAGE I\15 Q ' c VOLUME 2003024, PAGE 123 EXIST/NG / 29' FIRE LANE GRAVM SEWER SHEETS OF EXISTING LIFT STATION O. P.R.D. C.T. I (SEE (SEE SHEETS 0-100 THROUGH 0-103) - / ZONING: SINGLE FAMILY RESIDENCES (SF-7) CONCRETE ACCESS ROAD l VOL 7003071, PG 113 EXISTING 20" DIP �- ANO SITE DRIVEWAY FORCE MAIN Yi R.O.W PROPOSED FENCE �AN'D GATE / (SEE SHEET C-101) L I�� ------------- // � (SEE SHEE-100) eQ l L vl EXIST/NG BYPASS TARY CO �EXST/NG WATER - PUMP/NG CONNECT/ON / / SEWER FORCE LN/N SERNCE UNE PROPOSED R.O.W. / _____ _ ________-->-_--_--_____----- ./ /_________ ______L ______�_________�� PER PLAT _____ _ _______ _ _ _ SAN/ARY SEWER EASEM _ _ ___ ___ _� ____ ___� JO' T ENT 0.031 OF AN ACRE lj 1-INCH WATER , - _ _ _ _ _ _ _ _ WL. 75142, PG. 1396 _ SERVICE LINE SO'( 200'W 44000 - - „F 38.64' VAR/A@LE Ml01H - \„ (SEE SHEET C-100) 8'10' 440) - - - --- --- ---- - �0 - -- -- ORA/NAGE EASEMENT Y 1"- =.-o.- ,v- c-tery - ✓R a EX/SnNC C2 n� �„�.. r _ -- �--� P-i 331 22 e a I 8 CI WATER METER P FIT LEI STING 2 I CNS 29.49' - / _ _-' 1{1 FOIRCE M.. p1`ry ” GATE _— _ --_ _ -- -501500E}30 _-- EXST/NG-� ,I i" " .JI 110702510E ANCACRE ". " � � MOANHOLE (SEE EC-1105) D __ ____ ISI f`' IA ' I - --- 1 _ C4 TE „III VAU w II 31 573 SO. Fi 1 QI 1 -r EX/ST/NG 27' SAN/TARY ^� 20" FLOW METER ANO Li $ "Q QX}�"° ( _ I_--__________- SEWER GRAv/TY LINE IIAI r (SEE SHEET M-104) 6 "u8.4 EX/ST/NG 27" SAMTARY° 20" FORCE MP1N SEWER CRA✓/TY LINE 25' FIRE LANE AND ACCESS EASEMENT J WL B6197, PC 5563 ENS]/NC 6" BOX (SEE SHEEP C-105) fXST/NG O.R.O. C T. SAN/TARY SEWER II BRIDGE I II o a II-II <o WI o a PARKING SPACES -20"f q� IS' SnMM SEWER EASEMENT EX/SnNC � h Vl 30' ACCESS EASEMENT EXHIBIT A l DIP FORCE MAIN'3a EXHIBIT B VOL 87004 PG 7677 EXIST/NG 5i" V o ;A 1 10' GAS EAS ENT D.R.D.C. T.W197. '� Z 2 m L 82006. PG 2622 STORM DRAIN < ' 86 WL 197, PC 556-T W o o II D.R.D.CT. L V O.R.D.0 T. rr w q r PROPOSED CONCRETE II 1r °T Jf l I SITE DRIVEWAY N 'n BE H ut a o a (SEE SHEEP )i II 1 � '� r �" W d OTOR ELECTRICAL O BUILDING I SANDY LAKE UFT STATION ---- a w H N o ENERA 1 - -- -- - (SEE SHEETS M-100 A LB 1 111 1 J THROUGH M-103) 10' T.P.6Y. &CA EASEMENT Ij 5210E 140' w H a w WL 86197, PG 5593 f ( ) _ _ 6 D.R.D.GT. II lIi .. SO' 15'00"E 139.88' R.O.W. I I��� _ _ ODOR CONTROL SYSTEM 27" SANITARY SEWER + - WITH EQUIPMENT COVER- --- a _------- GRAVITY LINE I�� li rl y I (SEE SHEET M-105) ti (SEE SHEET C-105) ik T I o ro F FIRE LANE AND ACCESS EASEMENT I WL 86197, PG 556J \ EXIST/NG 36" AR.O.CZ 80' DRAINAGE EASEMENT I I < I STORM GRAIN LOT 4R, BLOCK 1 10' T.P.&L GAS EASEMENT WL 81180, PG J301 CORNERS OF COPPELL D.R.O.0 T. WL 86/97, PG 556J VOLUME 92191, PAGE 1021 1 D.R.D.GT. ELECTRICAL BUILDING AND O.P.R.D.C.T. RET. \ GENERATOR PAO THESE DOCUMENTS ARE e ZONING: RETAIL 10' T.P.&Y EASEMENT (SEE SHEET S-10fi E-103) FOR INTERIM REVIEW WL 86/97, PG 556J 10' T.P.&L & GAS EASEMENT ANDA RE NOT INTENDED D.R.D.CT. VOL 56197, PG 5563 FOR PURPOSES iRECTION, O.R.D. C T. �I BIDDING,OR PERMIT LOT 3R, BLOCK 1 ADRIAN R. DONCELL CORNERS OF COPPELLEDATEP 3/12%202�DOT VOLUME 92191, PAGE 1021 1 I I \ DININCUP G REDT. ZONING: RETAIL I 1 I I I \ RAR IsT AWN ON SITE DATA OR PROPOSED USE WASTEWATER LIFT STATION ZONING PO-280R-R I EX/STING F/RE oESlcrvm nnn INC" LOT AREA 0.725 ACRES (31,573 SF) I HYDRANT Dw».N FRc IMPERVIOUS 50% / 15663 SF (APPROX) X CHEtl(m nar BUILDING AREA 293 SF b, R BUILDING HEIGHT 12'-4" / q. Bxa1 PARKING SUMMARY 2 SPACES 1 G-006 0816-008-01 Exhibit"B" LOT 1, BLOCK A em / ST. JOSEPH VILLAGE o 20 r LL Page 2 of 2 VOLUME 2003024, 0 P.R.D C.TPAGE 123 D GRAPHIC SCALE D QONING: SINGLE FAMILY RESIDENCES (SF-7) I 5 z O EXISTING BRICK G CONCRETE ACCESS ROAD I C - / / AN SITE DRIVEWAY FENCE (^6.6' H) L vARNBGE W/OTB (SEE SHEET C-101) 11 ORA/NAGE EASEMENT VOL 81012, PG 1311 j Q WARNINGS II EX/ST/NG 15" DEMOLITION OF EXISTING UFi STATION I� VOL 81041, PG 2809 / GRAV/TY SEWER (SEE SHEET D-100 TO D-103) a O / OVERHEAD EX ST/NG W TER O.R.O.CT. / \ S / ELECTRIC SERV/Cf UNE _ ((/ / 0 REPLACE EXISTING MANHOLE L FOIRCE MAIN DIP Q / INSTALL ORNAMENTAL 11 FENCE (� CONNECT PROPOSED PER STANDARD DETAILS rc RING AND COVER WITH LL I� ' ` v' 1 ' BOLT-DOWN CAST IRON /--------- ------------- -__ ___ ___ _ /� \Q 1" / MANHOLE COVER PER CITY /------------ STANDARD DETAILS U EX/ST/NG 15" SAN/TARY / WATER SERVICE LINE TO EX/S7/NG 30' SANITARY c ` Q Q SEWER CRA NE J EXISTING METER `� x a SEWER F77:V RCE A41/N I � 0 / PROPOSED R.O.W. / L_______ ^___``L-L ______ _- , __ - - __ __ ___ - - _EX/ST/NG BYPASS____ ________ PER PLAT / 1 PUMP/NG CONNECT/ON �1 ]8.64' / / 50'15'00 W 440.00' _ --- _ _ -- -_ - a < " 10 -\°w — (52331 22'x) " V INSTALL EMERGENCY _ G U W SERVICE -�. ,,,�_ 1-INCH WLTNR BYPASS ASS MBLY [a 0 `�" (SEE DETAIL E13 ON N � U CHEEFC-902) = K.da�ll- _300') 1 `� 29.49' - - - - _ - 2'10'E a 0.725 OF N AND 6' DIA MH go. EX/S7/NG 27"SO'15'00'E 300.14 SWTARY SEWER - INSTALL 12' WIDE _--- w iLOT 1, BLOCKGRAVRY UNE _ RNAMENTAL DOUBLE- _ -_ -__ o I^�I PN ACRESWING GATE PER I31,573 SQEXISTING BRICK STAN DPRD DETAIL EX/ST/NG 3 I 20' FLAW METER AND VAULTS/TARYJUN \ _ I \ _ FENCE (�8.3' H) �� I I 1 GATE EXSE*S 27" SAN JUNCTION , o \ SEWER GRAVRY UNE BOX 20" FORCE M-1 EX/ST/NG 6" I I' I I (SEE SHEET C-105) EX/S71NO SAN/TARY SEWER II BR/OG'E '•PARKING o o oa , 1 U EXIST/NG 59" Ir SPACES El!RI•I o N JO' GAS EASEMENT a q r Z (Typ 2) ., `O/P FORCE � � Jf \ - M WL 86197, PG 5563 �, H ED a r of 7 O.R.O.CT. _J Z w d \ \ STORM GRAIN II PVC �xalaV W H �' h p 4/0/ 1 4 EXISTING BRICK II a N L FENCE (-7.8' H) II SEE NOTE 7 - - py En o q Y L SANDY LAKE LIFT STATION Q .. 6 6 a LOT 4R, BLOCK I L` 11 (SEE SHEETS M 100 ------ (� PC V 0 Z PROPOSED CONCRETE 0 „ a o CORNERS OF COPPELL \ SITE DRIVEWAY 11 THROUGH M 103) LI-i VOLUME 92191, PAGE 1021 (SEE SHEET C-101) O.P.R.D.C.T. -------------- 5 ZONING: RETAIL \ 10' T.P. &Y. &GAS EA SEMEVT INSTALL 90' ELBOW UP ✓`B SITE DATA Wl 86197, PG 5593 II III I (S2-10'E 140') y �� AND RUN COPPER WATER' c a PROPOSED USE WASTEWATER LIFT STATION D.R.O.CT. II i SO'15'00'E 139.86' -- .," ----;- 11 / PIPE TO PROPOSED HOSE --- ZONING PD-280R-R 1 /'� -- - ODOR CONTROL SYSTEM _ %STATION U o LOT AREA 0.725 ACRES 31,573 SF 27" SANITARY SEWER �L- - --- --- WIFE EQUIPMENT COVER (SEE SHEETS M-100 [z� IMPERVIOUS 50A 15663 SF \ \ GRAVITY LINE + INSTALL 1" REDUCED (SEE SHEET M-105) THROUGH M-103) x V BUILDING AREA 293 SF ( ) H PRESSURE ZONE d SEE SHEET C-105 BUILDING HEIGHT 12'-4' _ _r ASSEMBLY N INSULATED EXISTING BRICK METER BOX SEi ON INSTALL 4" CLEANOUT PER FENCE 7.3' H PARKING SUMMARY 2 SPACES /� CONCRETE PAO PER CITY STANDARD DETAILS (" ) \ WARNING! DETAIL 16 ON C-903 \ \ F / UNDE GAS ELECTRICAL BUILDING v 1 AND GENERATOR PAD THESE DTERIM NTV ARE SEE SHEET E-103 EN/ST/NG 36" Toa IN REVIEW t I ( ) STORK ORA/N AND ARE NOT INTENDED i NOTES: \ FOR CONSTRUCTION, 10' T.P.&G EASEMENT INSTALL 4" CLEANOUT PER INSTALL 1" BRONZE BALL VALVE BI DOING, R PERMIT 1. CONNECT TO EXISTING 1-INCH COPPER WATERUNE AS SHOWN. 6. CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT FOR EXISTING WL 86197, PG 5563 CIN STANDARD DETAILS WITHIN METER BOX PER CIN OF PURPOscs. WATERLINE SHALL BE INSTALLED A MINIMUM OF 3-FEET DEEP AND OVERHEAD UTILITIES AND FOR UNDERGROUND UTILITIES THAT WILL O.R.O.CT COPPELL STANDARD DETAILS TEXAARRIS N R. DONCELL TExAs F.E No 102007 ON A CONSTANT SLOPE SO NO HIGH POINTS ARE CREATED. ROUTE BE CROSSED UNDER OPEN CUT. 1G' T.P.hG. &CAS EASEMENT (TYP 2) DATE: 3j12j2D21 WATER LINE TO HOSE STATION AT LIFT STATION AND TO THE \ VOL 56197, PG 5563 \I ELECTRICAL BUILDING. SEE ELECTRICAL DRAWINGS FOR ROUTING 7. SEE ELECTRICAL DRAWINGS FOR WATER ANO SEWER LINES O.R.O.CL WITHIN BUILDING. CONTRACTOR RESPONSIBLE FOR ALL PIPE AND CONTINUATION IN BUILDING. LOT 3R, BLOCK 1 FITTINGS TO ROUTE PIPE. CORNERS OF COP ELL VOLUME 92191, PAGE 1021 2. WATER AND SEWER SERVICE LINES SHALL BE CONSTRUCTED IN O.P.R.DRET. ACCORDANCE WITH CITY OF COPPELL ADOPTED 2015 INTERNATIONAL ZONING: RETAIL PLUMING CODE. THE 4—INCH GRAVITY LINE SHALL BE INSTALLED AT A MINIMUM OF 2 PERCENT SLOPE TO THE WET WELL AND BE BURIED AT LEAST 12—INCHES BELOW DEPTH OF PAVEMENT. BAR Is ONE INCH ON - 3. EXISTING RCCP FORCE MAN SHALL BE REMOVED TO THE NEAREST ORIGINAL DRAWNO JOINT FOLLOWING CONNECTION TO MAKE TRANSITION FROM - PROPOSED DUCTILE IRON FORCE MAIN TO EXISTING RCCP FORCE 3 MAIN (NO SEPARATE PAY ITEM). oE5lcrvm nRn ow»N FC 4. CONTRACTOR SHALL SOD ANY DISTURBED UNPAVED AREAS WITHIN CHEtxm nRr THE EASEMENT. REN Y£D Bw 5. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF EX/SnNG FIRE s` HYDRANT ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO BEGINNING �(AppROa.� /Y C-100 CONSTRUCTION ACTIVITIES. CCCCCCYYYYYY 0816—DOB-01 CURVE TABLE N0. DELTA RADIUS LENGTH CHORD BEARING CHORD Cl CI 257'28" 795.00' 41.04' S7fi'S1'29"E 41.03' C2 5'11'34" 452.47' 41.01' N77"Ofi'37"W 40.99' 21 624 B PLAN SCALE: 3/9" - V U RISES'w�TAF ' SCALE: 3/8-V 0' I—Es' WEST ELEVATION SCALE: 3/8' =1'-0' ON i;4llYWOO 0 0 ov"LAyoo �oINS��.IoN IFYWO TYPE "A" WALL SECTION TYPE "B" WALL SECTION ROOF/CEILING SECTION NTS NTS NTS NORTH ELEVATION SCALE: 3/8' =1'-0' CONNECTION DETAIL NTS SOUTH ELEVATION SCALE: 3/8' =1'-0' NOTES BY SYllOL 1, FIRE IIINGIISHEI ON 11ACKIT IOINTEI AT 3 6 ABOVE FINISH FLOOR TO HANILI, 2, 11—ST 111-ING ROOF LINE ABOVE, IXTINIS 3 1EYON1 WALLS. 4, G-1110—ClILINGAT8 B AFF, sTog rH1-111/0"GY-1,0NEACHS111, ExrENISruoSEaOIAFF STAB G A= a Exhibit "C" Page 2 of 2 wJ 5-0" 5'-6" 3'-a" 4'-8" TYPE 316 SS * EXHAUST SILENCER ISOLATION GATE (BEYOND) REMOVABLE PIPE *FOUL AIR BLOWER _ BOLLARD (TYP 2) 2^ PVC 45• •� 10 FRP 45' BEND (TYP 2)/,/\�/I ^ Y.Y� C-901 BEND (TYP) O� _ ❑ �4 E / Q� .�0�021 ❑ / P\�.�G� p� FLEXIBLE CONNECTION WITH TYPE }1fi SS RANO CLAMPS 5'y`�`4212J EL 452.95* (NP 3) r1 VI\\\ EEC )11 / 0 — — — 12"x10" FRP 90' w 5'0 CARBON k 2/ /PVC 4 REDUCING BEND 0 a PDSORBER � EQQE& PANEL � W / W/NCO CRETE * �•\E'V�'� pl� EQUIP AD fF.SrJ IPE y_X 1,000 CFM BOOR 0 0 6" (REFCTRICAL) / ACA N H (TYP) FLOW "XJ '^A iEe'Q — — — 12, FTIFIRP EL 449.18* I — — — 1 *CL EL 448.23 1 O/FA/FRP SLOPE y 12" FRP GRADE EL 447.33 TOC EL 447.66 0 ` Utl 45' BEND MIST -- ELIMINATOR TYPE I SILENCER SUPPORTS EN R SUPPOUNISTRTS MIST ELIMINATOR DRAIN W Z 5'-0" EQUIPMENT COVER WITH MIN. 1'-0" P -TRAP TO UFDT 9TC ON 2 BE O ~ PLAN SUPPORT FOUNDATION DESIGN BY MANUFACTURER ANn 2" PVC BALL VALVE rc (SEE DETAIL BELOW) FL EL 442.80 FLOOR PENETRATION o L� o O SCALE: 3 4"=1'-0" / '+' (SEE NOTE 7, TYP) CONCRETE REF C-100 FOR a WITH BOND BREPHER N ❑ EQUIPMENT PPO > CONTINUATION) WRAPPED AROUND PIPE' TO THREADED CAP AT GRADE y O (REF STRUCTURAL) (COORD LOCATION WITH MIST _ H BE w 4 EQUIPMENT COVER SUPPORTS, ELIMINATOR SUPPORTS) 12/FA/FRP FROM a ET ¢ FOUNDATION DESIGN BY EQUIPMENT COVER (2) 2" PVC ELBOWS LIFT STATION a g w o q d MANUFACTURER TYP 4, SEE NOTE 7 () (SEE NOTE 7) SECTION (REF C-100 FOR O �d a ¢ o U I x' g w A CONTINUATION) FRP ELBOW — �� ~ o I w w " a w 0] 16•_0" 12' SCALE: 3/4"=1'-0" FL EL 442.00 O H r 0.1 O q rr a a Q a ¢ Z NOTES: U O 1. EQUIPMENT DENOTED BY """ SHALL BE SUPPLIED BY A SINGLE MANUFACTURER MIST ELIMINATOR """ W a 0 z NEOPRENE HOSE PER SECTION 44 31 16. DIMENSIONS ALSO DENOTED BY SHALL BE WITH TYPE 316 SS COORDINATED WITH EQUIPMENT SUPPLIER. BAND CLAMPS 2. CONCRETE PAD AND PAVING SHALL BE SLOPED TO DRAIN WATER AWAY FROM 2" TRUE UNION EQUIPMENT. BALL VALVE THESE DOCUMENTS ARE 3. CONTRACTOR SHALL COORDINATE DIMENSIONS AND CONNECTIONS NTH N EQUIPMENT SUPPLIER. LOCATE SLAB PENETRATIONS TO AVOID CONFLICTS WITH FOR NTERM REV EW it THREADED CAP EQUIPMENT AND SUPPORTS. AND ARE NOT NTENDED L' FOR N CTI ON N p III p�I'��1r yIlyy�' 4. ALL ANCHORS AND HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. BIDDING, OFR PERMIT @ ,2 PVC TEE vuRvasEs. ARRAN R. DONGELL YY p. 5. PROVIDE 1" OF NON -SHRINK GROUT BETWEEN ALL EQUIPMENT/SUPPORT TEXAS PEP -02007 ANCHORS AND THE CONCRETE SLAB. DATE: 3/5/2,21 FLOOR PENETRATIONWITH BOND 6. CONCRETE ENCASE PIPE AND DUCT BELOW STRUCTURES AND ROADS. BREAKER WRAPPED AROUND PIPE - 7. CONTRACTOR SHALL FURNISH AND INSTALL 10'-0"Wx16'-O"Lx10'-O"H (MIN (TYP 2) 'o ® VERTICAL CLEARANCE) CARPORT -TYPE EQUIPMENT COVER WITH 24 -GAUGE 3 I C-900 GALVANIZED STEEL ROOF AND ENDURACOTE PAINT SYSTEM, MANUFACTURED BY m 3"9 PVC < VICTORY AWNINGS, INC. (VAI), OR APPROVED EQUAL (COLOR LIGHT GRAY 899). i �( wlry z SUPPORT TYPES AND LOCATIONS TO BE DETERMINED DURING CONSTRUCTION. s REFER TO STRUCTURAL NOTES FOR MINIMUM DESIGN REQUIREMENTS. m m ill 2"o PVC CONTRACTOR SHALL BE RESPONSIBLE FOR EQUIPMENT COVER AND FOUNDATION DESIGN SEALED BY TEXAS PROFESSIONAL ENGINEER. EARIN ONE NCH ON OF GNAT DRAW NO ONE INC' OEsmrvm wan ORAeN Tic No= DETAIL 1 CHEtl(EO nRi RENENfD Bw MIST ELIMINATOR DRAIN P—TRAP Lu-gMtGrtaq889 ir.::..:-.. NTS 0816-008-01 Exhibit"Y Page 1 of 1 CURVE TABLE NO. DELTA RADIUS I LENGTH ICHORD BEARING1 CHORD C1 2'5728" 795.00' 41.04' S76'51'29"E 41.03' C2 5'11'34" 452.47' 41.01' N77'06'37"W 40.99' IC GRAPHIC SCALE SSMH R/M EL 995.03' 17 PW (NJ { EL 9'0.03' LOT 1, BLOCK A 1 / GENERATOR ELECTRICAL SSMH RIM EL 996.87' N ST. JOSEPH VILLAGE VOLUME 2003024, PACE 123 O.P.R. O.C.T. LOT 4R, BLOCK 1 CORNERS OF COPPELL / ZONING: SINGLE FAMILY RESIDENCES (SF -7) I I 10" FM (SW) TIP EL 4370' TIP EL 176.9' / - - - - - - - - - - - - ---------- GATE VALVE WARNINGI OVERHEAD ELECTRIC MANHOLES — VOLUME 92191, PAGE 1021 \ g1 SEE NOTE 1 O.P.R.D.C.T. 1 ------ / - -- - - - - - - ZONING: RETAIL 10' TP. & GAS EASEMENT NX 197, PG 5593 86 0, - --_-- ) - - - - - - - - - - O.RD..CT. L - - -- ------L-------_--- --_-_- ___ - - - / --- SO'15'00w 440.00 (5710 440') 3311. 22' / EX/SI/NG lr C2 ASS EX/S1INC GRASS r SANITARY SfWER� �- / WATER METER / ! cR/SCRASSS MANHOLE IC GRAPHIC SCALE SSMH R/M EL 995.03' 17 PW (NJ { EL 9'0.03' EL 419.99' 1 I6" PW (5J E EL 930.78' GENERATOR ELECTRICAL SSMH RIM EL 996.87' N TOP OF OPERATING NUT EL 93B.J2' LOT 4R, BLOCK 1 CORNERS OF COPPELL ---- W SSMH RIM EG 915.79' 10" FM (SW) TIP EL 4370' TIP EL 176.9' . / r - - - - - - - - - - - - - ---------- GATE VALVE MANHOLES — VOLUME 92191, PAGE 1021 \ EX/ST/NG GRASS rio° .. ". M/ ' EX/STING GRA55 .33' ( E 300) 1 SO'15'00"E 300.14' a LOT 1, BLOCK 1 �, 1 fNIS71NG TREES —10 0.725 OF _____ SS" RI ACRE AN 1 31,573 SO FT I I �___ - ____ ____---EX/ST/NG _ r - - m GATE SSMIi RIM EL 99792 � I r L --- ___-_ ____- __-__� (E) FG EG 92972, " �� I FLOW METER VAULT J 1 11 30- PAC (S) { EL 928.17'" , 1 (SEE SHEET M-104) " 1 I PROPOSED 0 1 o 'm6G I CONCRETE ¢ -' II ..." PAVEMENT IOCE \ II I I I \ EX/SRNG " •� ••�RI p'^ 1I JUNCPON 10' GAS EASEMENT 11 WG 86197, PG 556J NOTES: 1. CONTRACTOR SHALL PLANT BUFFALO SOD IN AND UNPAVED AREAS DISTURBED BY CONSTRUCTION. 10' WL \1 LOT 3R, BLOCK 1 CORNERS OF COPPELL VOLUME 92191, PAGE 1021 O.P.R.D.C.T. ZONING: RETAIL a Py 0 0 Wo >H BAR IS ONE INCH ON - ONE INC' oEsmrvm nRn CHEtl(m nRi RENS Bw C-108 SEE NOTE 1 GENERATOR ELECTRICAL , N 1 , _ LOT 4R, BLOCK 1 CORNERS OF COPPELL ---- VOLUME 92191, PAGE 1021 \ O.P.R.D.C.T. ------ - - -- - - - - - - ZONING: RETAIL 10' TP. & GAS EASEMENT NX 197, PG 5593 86 (S2'10'E 140') O.RD..CT. li A` --q------------------------- SO'15'00"E 139.86'11�� �---- ------cf --- i i � I LIFT STATION ' 1 / 10' WL \1 LOT 3R, BLOCK 1 CORNERS OF COPPELL VOLUME 92191, PAGE 1021 O.P.R.D.C.T. ZONING: RETAIL a Py 0 0 Wo >H BAR IS ONE INCH ON - ONE INC' oEsmrvm nRn CHEtl(m nRi RENS Bw C-108 Exhibit "E" 2" „GA Page Of 2 6'-0" TYP BETWEEN SUPPORT POSTS 9 SQUARE FRAME 2 2. 5" 2•• 14GA 2" C - SOUARE FRAME 5'• c - 1" 16GA SQUARE J TUBING PICKET m 1•' 16GA SQUARE GATE HINGES TUBING PICKET - (MALE AND FEMALE) VI LOCKING SYSTEM w 0 2" RAL...NTING W V] BRACKET BRACKET UrT1 0 w 0 H � SECTION VIEW SECTION VIEW W u off BATCH CANE 1. WHERE ELEVATION CHANGES DUE TO DRAINAGE CHANNEL, CONCRETE BOLT 24" GATE LEAF UPRIGHT Z'- 3000 PSI CONCRETE TIMCUSiON FABRICATED PICKETS SHALL BE INSTALL TO EXTEND 3" OF GRADE OF CHANNEL. OF PICKETS DRIVEWAY w y. FOOTING, ttP WITHIN LENGTH 10' SHALL BE VERIFIED THE CONTRACTOR IN THE FIELD AND COORDINATED WITH MANUFACTURER. 18• 2. C FABRICATED SHORT RAILS AND PICKETS SHALL INSTABLE A EO TO SECURE GAP BETWEEN PROPOSED POSTS AND EXISTING WALLS AND WALL COLUMNS. GAP SHALL NOT EXCEED 4 INCHES. \ ]. ORNAMENTAL FENCE (STYLE AND COLOR) SHALL BE SELECTED BY OWNER. (PADLOCK BY OTHERS) W ORNAMENTAL FENCE DETAIL ORNAMENTAL GATE DETAIL LOCKING SYSTEM h aq i0 � H Q- . En i�uuuiuuuo(uiuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuui uuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuui uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuii(diuuui�i(�uuuo�uiuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuui uuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuui a w��w a w �¢ah 12' BUND FLANGE a r � N 1 - p a w o q 20' SERIES 1100 MEGALUG 12" SWING CHECK VALVE W/ LEVER & WEIGHT yqy O z x a rc Q OR APPROVED EQUAL w S Z 12' 45' BEND, FLANGED w a o u H F WELD STRANSITION TO EXISTING JOINT RING MATCH SITE CONCRETE � �' � o N 20' DI MJ SLEEVE cx ncct SADDLE PIPE SUPPORTw a a > cn NOER U -BOLT w U a M U _ F 7- 12" DIP ADJUSTABLE PIPE SADDLE (ANVIL FIG. 265 1 OR APPROVED EQUAL) VERTICAL ADJUSTMENT J EX 20 \ THESE DOCUMENTS ARE -/NCH 20' DIP C-30 P/PE FABRICATED STEEL \ FOR INTERIM RENEW ANo ARE NOT INTENDED TRANSIRON PIECE 12" MJxMJ FOR LbNSTRUSERMIT 20" SERIES 1100 MEGPLUG \ GATE VALVE, STANCHION WITH BASE RMIT RloolpuR OR APPROVED EQUAL RESTRAINED PLATE (ANVIL FIG. 63T ascs ADRIAN R. DONGELL OR APPROVED EQUAL) VIA MIN. ANCHOR TEXAS P.E N0. 102007 BOLTS (4 EA. MIN.) DAT f: 3/8/202"I 1. AL STAINLESS STEEL 1. ALL NUTS PND BOLTS SHALL BE ?�::ftZI TS. WITH FLUOROPOLYMER COATED NUTS. 12" 45' BEND, RESTRAINED u 2. STEEL TRANSITION PIECE TO BE DESIGNED AND FABRICATED BY CONCRETE PIPE MANUFACTURER BASED CONNECT TO PROPOSED ON EXISTING CONDITIONS. FORCE MAN WITH 3. STEEL TRANSITION PIECE SHALL BE LINED AND COATED 20'x12' MJ TEE, WITH MANUFACTURERS RECOMMENDATION FOR BURIED RESTRAINED SEWER SERVICE. NQff: IS BAR IS ONE INCH ON I. ALL BURIED FITTINGS AND JOINTS SHALL BE MECHANICALLY RESTRAINED. 2. SET GATE VALVE PER CITY OF CORRELL DETAILS. I. REFER TO SPECIFICATION 40 OS 10 FOR PIPE SUPPORT. ONE INC' oE51GNED nnn 3. REFER TO DETAIL 2 ON C-903 AND SPECIFICATION 15060 FOR PIPE SUPPORT. 20" DIP TO EX 20" RCCP CONNECTION DETAILn 2. ANCHOR SOLS SHALL BE PE 304 STAINLESS SEE. ADJUSTABLE PIPE SADDLE SUPPORT " ow»N Fc CHEtl(ED nai REN Y£D NOT TO SCALE EMERGENCY BYPASS DETAIL NOT TO SCALE I3 NOT TO SCALE a? C-902 0816-008-01 Exhibit "E" Page 2 of 2 TGIG Poly..,, P©wa'er Top Caat Chemical Phosphate Coating t � PLUS ��� Ccrroslon Resis4an4 Zine -Rich Epoxy Prirtner Unrerm 2irvc GeO�aiviziny