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FEMA-EC0112070 I The City With A Beautiful Future BUILDING UILDING PERMIT APPLICATION �„&4- 4- 3 � r I4bt�+-1 4:5, �D�j c l5�n- 'S Print or Tvae in a Clear, Legible Manner M r.55//eGt b1.c Job Address: —7 ti p CFO RE�.GT r:�,o Date: ' o I O t b"""w AV Lot: I Block: I Subdivision: ST !'�" �S ��� Phase or Section Number: Owner 1+ Na� � � Il Address: 1g0&Hp(,�6Y STI; /OO CA��. � x moi' Phone #: C��a_�(��_1-/�� Contractor:lb Mojlrn� f�)Ui(Aff'C] Address: "su�, Crb cja..),g— Phone #:MQ -A, a 1-770 9Cf1 Description of Work to be Done Class of Work: 2kNew ❑ Addition ❑ Alteration ❑ Repair ❑ Demolition �i� 1���.r�,i�y ti►�o��c�s't`�: ('j�f`�S�i'��"Cof i vJi�� bCi� ���� Area of Building in Square Feet First Floor J�N Garage � Value of Work nn to be Performed WA �`J Second Floor Z� 5 Other ` 5 F GRAY AREA FOR OFFICE USE ONLY NOTICE This permit becomes null and void if work or construction authorized is not commenced within 180 days, or construction on work is suspended or abandoned for a period of 180 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state or local law regulating construction of the performance of construction. Permit Fee: 1405:0-0 Receipt Number: qq&& -I- o Zoning District: Occupancy Classification: Approved By Date: Comments: Signature of Contractor or Authorized Agent Print Name 1'r Electrical Contractor Plumbing Contractor Mechanical Contractor FPMC - 1 (4/94) BUILDING INSPECTION - WHITE, APPRAISAL - YELLOW, CUSTOMER - PINK -es w) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, ELEVATION CERTIFICATE. . O.M.B: No. 3067-OQ77 ' Expires JtiJy 31, 2002 'Im rtant: Read the instructions on pages 1 - 7. . SECTION A - PROPERTY OWNER INFORMATION for Insurance Company Use BUILDING OWNERS NAME o,,,,,,,,LI-1-­ BUILDING I-1— - BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number 740 'D �¢�'�r o�t VE CITY STATE ZIP CODE 77F 7_ A5 715019 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT S. V4.yC.K- JL 57- A Jli1ZWWS #4JN"J0TZ BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) 12ES( Odw-y*! L_ LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L_l GPS (Type): ( ##° - ##'- ##.##" or ##.#####°) LZ_gNAD 1927 LI NAD 1983 L_I USGS Quad Map IZq-other: PI MAAN. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE GO'PftLL_ 4-601-70 -PArL1_A6 I Teff B4. MAP AND PANEL NUMBER B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) 48113cot55 DATE AU ZWl EFFECTIVE/REVISED DATE ZOot ZONE(S) X E (Zone AO, use depth of flooding) 4-32.50 111UR,0I0 1110 *VUII:C VI ule Base r•nooa tievanon (twt) aata or base flood depth entered in B9. 1-1 FIS Profile I_VFIRM IJ Community Determined IJ Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: WNGVD 1929 IJ NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal -Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes JA No Designation Date: SeCTIUN C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I-1Construction Drawings* ►Building Under Construction* I_IFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. 0 1446 C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum JJAdn 1429 Conversion/Comments Elevation reference mark used FQIM F. kblflotlL Does the elevation reference mark used appear on the FIRM? 1_1 Yes 4 No ❑ a) Top of bottom floor (including basement or enclosure) 4rSlo ft. ❑ b) Top of next higher floor N� _ ft (m) �' OF ❑ c) Bottom of lowest horizontal structural member (V zones only) hL _ ft.(m)# PGISTFp'•;�ar El d) Attached garage (top of slab) AJA- _ ft.(m) 8 yQ� FO • El e) to e) Lowest elevation of machinery and/or equipment .,. ...�• , •..•••NN z°„ servicing the building NA ft (m)E INS ARRY S. HODES ❑ Lowest adjacent rade LAG " "" • • • • • • •: 1 9 (LAG) 4' ft.(a) z' ❑ g) Highest adjacent grade (HAG) (o v ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade,i L J 4 ❑ i) Total area of all permanent openings (flood vents) in C3h IJA- sq. in. (sq. cm) •5'• i SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATInN 1 Ills v&Rnication is to De slgnea ana sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. O 110 &-a- !.a eZ 4.$ `-y FEMA Format -31, AU6 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In thele spaces, copy the corresponding information from Section A. For Insurance Company Use:' ' BUILDING STREET'AD DIREESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number CITY STATE ZIP CODE Company NAIC Number G4>7 a�1L, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ClIe6K here if attachm6nts SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE,A•(WLJHPgT ffE) For Zone 4,0.and 4one A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for'a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I-1-1 ft•(m) 1_I_lin.(cm) L_I above or LI below (check one) the"highecfvdjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is —I-1 ft•(m)1-1—Iin.(cm) above the highest adjacent grade. E4. For Zorie AO on5r: "lf no flood depth number is available,:is the top of the, bottorp f(ogr elevated in accordance with the i61*rnundy s . floodplain management ordinance? 1_1 Yes L_I No �I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections'A, B, and E for Zone A (without a FEMA -issued or community issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinaacecran complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s�aad sign "low. ' G1. I -(The information in Section C was taken from. other. doG:umentation that has been signed %and embossed by a licensed surveyor, engineer, or architect who is authorized by state or,local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a buildjhg located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. I ISSUED G7. This permit has been issued for: L_I New Con"ttruction I—I Substantial Improvement G8. Elevation'of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDITIONS A) The lot shall have no alley. B) A gated entrance equipped with a KNOX override for emergency access shall be permitted behind the building line. C) The driveway shall be constructed within a forty—one (41') foot fire lane easement and shall be twelve (12') foot wide chip seal surface capable of bearing the weight of 40,000 lbs of emergency equipment and shall be stated on the face of the plat. D) The driveway shall be paved along the western edge of the the forty—one (41') foot easement and/or designed to preserve as many trees as possible and shall be properly maintained. E) A sprinkler system shall be installed equal to #NFPA-13R. In the event that the sprinkler system is abandoned or otherwise rendered useless, a 6" thick, 24' wide concrete fire lane with sub—grade, shall be constructed on the property and shall be so stated on the face of the plat. F) A grinder system connected to the existing underground sewer system shall be installed. G) A tree reparation fee of Nine Thousand Five Hundred Dollars ($9,500.00) shall be paid to the City of Coppell Reforestation Fund at the time of issuance of a Tree Removal Permit due to the proposed loss of 90 caliper inches or thirty (30) trees totaling ninety (90) caliper inches shall be planted along the driveway. H) A twenty (20') foot wide hike and bike trail easement shall be required through the property which shall provide a link between the existing trail easements in Stratford Manor to the east and the Common Area No. 1 of the Peninsulas of Coppell to the west. I) The driveway shall be at or above floodplain in accordance with the City's Floodplain Management Ordinance and stabilization, at owner's expense, shall be provided on the plat. OWNERS: ANDREW & MARY SPEAR 1295 BRADFORD COPPELL, TEXAS 75019 (972) 471-1740 ENGINEER: JD Landes 1107 E. 1st. Street Fort Worth, Texas 76102 (817) 870-1220 (817) 870-1292 Fax #00004_ RF W�a_._ _- C) SIGNATURE DATE r- r._ n C7! C:)rr C=rnCZ) =::a C-) PD CONDITIONS A) The lot shall have no alley. B) A gated entrance equipped with a KNOX override for emergency access shall be permitted behind the building line. C) The driveway shall be constructed within a forty—one (41') foot fire lane easement and shall be twelve (12') foot wide chip seal surface capable of bearing the weight of 40,000 lbs of emergency equipment and shall be stated on the face of the plat. D) The driveway shall be paved along the western edge of the the forty—one (41') foot easement and/or designed to preserve as many trees as possible and shall be properly maintained. E) A sprinkler system shall be installed equal to #NFPA-13R. In the event that the sprinkler system is abandoned or otherwise rendered useless, a 6" thick, 24' wide concrete fire lane with sub—grade, shall be constructed on the property and shall be so stated on the face of the plat. F) A grinder system connected to the existing underground sewer system shall be installed. G) A tree reparation fee of Nine Thousand Five Hundred Dollars ($9,500.00) shall be paid to the City of Coppell Reforestation Fund at the time of issuance of a Tree Removal Permit due to the proposed loss of 90 caliper inches or thirty (30) trees totaling ninety (90) caliper inches shall be planted along the driveway. H) A twenty (20') foot wide hike and bike trail easement shall be required through the property which shall provide a link between the existing trail easements in Stratford Manor to the east and the Common Area No. 1 of the Peninsulas of Coppell to the west. I) The driveway shall be at or above floodplain in accordance with the City's Floodplain Management Ordinance and stabilization, at owner's expense, shall be provided on the plat. OWNERS: ANDREW & MARY SPEAR 1295 BRADFORD COPPELL, TEXAS 75019 (972) 471-1740 ENGINEER: JD Landes 1107 E. 1st. 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WomOlm _# m rl STAIN NC 0 v Pa�MT Im' CW __F ulxo #.. 9 Pte. _+A rlu uo C, �� �•�row+lm� I a � C -''k I�'t_�"z 1 m+ _- _ m+,' _ _ _ � 8 /ro s""1 a J� Arks' -I )ro �I ILOW 1 x bmDm _ J +� Y U.L♦• nD - - - rT'.O' �NDRJ _. �.. c.n n LOWr'uaD I. _ � ___�-..�-.1{. Nom`. _._�__- - ._. - _ I Dr oW.R1 I, a. :I 38x84 PI)aD 36xD4:. tIIQD � I Jb+.84, eIs�D s6.e+.IrRD .■ R.O. 1D4' RO 36•x84' �_._.. _. RO 1 Tom) R4 ?Tom,' TBI MDR) l8-6'INDRJ / 8'-6'.NDR/ 0'-O' I»DR. LCu4� ■ LOWS ■ LOU x ..OJT ■ t ' ♦e 00X1 n0.. ( 66&b CAST 0?OND _ I '. u+•r� m`"' i , L'r'tDRCW ARG+ w.� � xm• 4rrlc 4rt�♦s : • b' R'. EGRO a TULCU 8 PIPE STRAP ¢a GARAGi { w/TEK SCREW CONC Im' CLO v, MLR RING �w - U 1/e' PIPED TO OUTSIDE i ,\ w/EYE SOCKET MAMNUM MANGER SPKING FOR CPVC PIPE dp vaTFA GwGE ( �— 1'' 6 ' FROM ELL -21' FROM TEE 6 6' 6' IRR'r FROM ELL-24'FROM TEE 1• rLov svlTw rF 9-0 'TEST Vw - I _TYPICAL. HANGERS FVIRND MONITORING OF SORY SVITCHES ONE BY A LICENSED NTS IDR. -1' NCS MIR O .I-)P66.IxaD II-37D8.1)QD 14 u1ceRraana SI.PPLv �D'•3 3/B` LOW1■ LOW ■ -6, Mon, rT'-8'NDR) r _az_r7' RISER DETAIL Mrs F I RST FLOOR PLAN 6C4x T,4• • i' -m• PLAN VIEW SECTION A -A gyms SECTION B -B FREEZE PROTECTION DETAILS I;�T NOTES 1 [HIS SYSTEM IS DESIGNED IN ACCORDANCE WITH NEPA I, -D S-I'ANDARDS AS SUPPLEMENTLD BYLHE CITY 2 PIPES ARE CPVC PIPES WITH CEMENT ED FITTINGS 7 PIPE SIZES ARE HYDRAULICALLY CALCULATED. J CALCULATED DENS] TIES ARE BASED ON U L. LISTING OF THE SPRINKLER USED 5 ALL PIPES SHALL BE PRO1 ECIED FROM FREEZING TEMYLRA'TURES 6 INS"T AL1.A TION IS RES TRIC -TED TO CALCULATED CONDI PIONS AS FOLLOWS MAXIMUM DISTANCE BE-IWEEN SPRINKLERS - 16 -0' MAXIMUM DISTANCE FROM WALLS= &- 0' ❑ MAXIMUM DISI-ANCE BETWEEN SPRINKLERS - 20' - 0' MAXIMUM DISTANCE FROM WALLS I0' -0' 'EXCEPT AS NOTED ON PLANS FOR SPECIFIC CONDITIONS 7 PIPC SIZES ARE SHOWN FOR ALL PIP 69 PIPE LENGTHS AR} SHOWN ON I II LS THAT REI ATE TO HYURAI ILIC CALCULATIONS AI L OTHER P]PE LEN , I IS ARE SUBJECT TO FT t 1) CONDI TONS AND NO TL 6 8 A TAMPER SWITCH AND FLOW SWI ICU WILL BE PROVIDED BY RISC OM. FOR OPTIONAL MONITORING, WIRING AND MONITORING SHALT_ BE DONE BY OTHER LICENSED ELECTRICAL. CONTRACTORS 9 SYSTEM PIPWG SHALL BE HYROSIAHCAI.LY TESTEDAT VISUAL AT CITY PRESSURE 200 PSI FOR TWO HOURS 50 PSI OVER CITY PRESSURE FOR 2 HOURS 10 PIPING IN ATTIC IS TO BE MSUTA"I ED AGAINST FREEZING ❑ BY OTHERS . BY RESCOM Lw -m ' . r wCR, l� - Ro 3-.. i T .-_ -13/0' SECOND FLOOR PLAN eco. ! I/4' . Q03-1' -31/6' RO. 3'-I'yb -3 3/8' LOW ■ LOW'Z _.. �1'-]'IHIM) 6RJAL DRIr1-- W.Y _ CPATIOONT DT POOL CONT 4, ROOTOIQ � � O SITE P! 3 G/O PADS `b 4kAk w r vi--- F�-ry 6i )+vatE a QI 7,18 `vEF07-ES1 ST. 4NDiREUJS 1 f4NOR LOT 1, BLOG< 1 AN ADDITION TO THE C 1 TY OF COPPELL, TEXAS .f • -m•�r - u •e f iz •s' _ - -----13=°-- --- n z �.- -- -- I:'•e la -- —. _ a -T — _ a-im W li Twm N'LM4 T4..� rlu W4Y ___—_ _ = ) -. YI.AIIgD. M � _ � Mw04N OOW11 M. 10 t10 � I -� :7.Hill 'A - _ --. �k -.. D' -[MSR) -3N�-.4'-II D/B' 11'•3 8/B' v _ )'-D v4' e'•B IA' __ D'-) IlY• - _ ___ ___ - - '., Ib' i_ -I 1,&- -'4 0----i- 4-0•.- _. ! 4'-0'_ ilt 112 2►'-°'INDI!) .11/4_. — i +�..___-. _ - -° IR' ml+ *li / C + <\II �� R- JACUUI ^ \\1 \ 7•iPOtwD rr - m al /�(DItlr 41 I p CONC. # *�` Tit I�M�TaNYP./ytw/�. �; .o�lJ' CONCRRt _ 7RANBOM I...®_ ) a ;� cu, =) I!! f Tae . , e / e TONG HD PNISN ) —160 eu I M �� Imp 0 1 - T jI ctiti �! 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MTTc rcaN GARAGt CONC 10CLG F I II-D36NI P)aD II J26eI PMD I p1to 3'-15'0'-3 3/6- RA. 3'•I'}B '•3 3/B' LOW■ LOw■ 6'•1 IR' ' 10.4' 6-11/['- _ rlo� H P I RST FLOOR PLAN SCA1.0 1/4' • I'-0• ' MIOOMI rPu�r G�u�dL pn i ole! My wT © I 1/2' PIPED TO OUTSIDE MTER GN I snrcx h' wAlx/tEst vM SIRING AND13DR SWITCHESONIHIRINI OP SO BE DONE SWITCHES TO TR DONE BY A LICENSED CONTRACTOR. tel' MES 20008 _ I RISER DETAIL MTS 1 -� bYtGROW TARCM X2.6' RISERS: I• TW(72 6TONS GIP TELCO PIPE STRAP w/TEK SCREW HGR RING w/EYE SOCKET MAXIMUM HANGER SEg IMG I W CPV, PIPE –. 'N.' • 5'-6-6' FROM ELL -12' FROM ICC 1� 6'-0'–I2' FROM ELL -21' FROM 1[E -- t h' = 6'-6'–IR' FROM CLL -2A' FROM OF I'1C P-0' 2• . R -0' TYPICAL HANGERS NTS PLAN VIEW Ir I AOR" NOTES I. THIS SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13-D STANDARDS AS SUPPLEMENTED BY THE CITY. 2 PIPES ARE CPVC PIPES WITH CEMENTED FITTINGS 3. PIPE SIZES ARE HYDRAULICALLY CALCULATED. 4 CALCULATED DENSITIES ARE BASED ON U . LISTING OF THE SPRINKLER USED 5 ALL PIPES SHALL BE PROTECTED FROM FREEZING TEMPERATURES. 6. INSTALLATION IS RESTRICTED fO CALCULATED CONDITIONS AS FOLLOWS MAXIMUM DISTANCE BET WEEN SPRLNKL.ERS=16'-0' MAXIMUM DISTANCE FROM WALLS = 8'. 0' ❑ MAXIMUM DISTANCE BETWEEN SPRINKLERS = 20' - 0' MAXIMUM DISTANCE FROM WALLS =10' 0' 'EXCEPT AS NOTED ON PLANS FOR SPECIFIC CONDITIONS. PIPE SIZES ARE SHOWN FOR ALL PIPES PIPE LENGTHS ARE SHOWN ON PIPES THAT RELATE TO HYDRAULIC CALCULAT IONS. ALLOTHER PIPE LENGTHS ARE SUBJECT "TO FIELD CONDITIONS AND NOTE 6 S AIANPERSWH'CH AND FLOW SWITCH WILL BE PROVIDED BY RESCOM. FOR OPTIONAL MONITORING. WIRING AND MONITORING SILALL HE DONE BY OTHER LICENSED ELECTRICAL CONTRACTORS 9. SYSTEM PIPING SHALL BE HYROSTATICAL.LY TESTED AT VISUAL AT CITY PRESSURE. 200 PSI FOR TWO HOURS 50 PSI OVER CITY PRESSURE FOR 2 HOURS. 10 PIPING W AT71C IS TO BE INSULATED AGAINST FREEZING ❑ BY OTHERS. BY RESCOM. ur � O VAN1,►,1�� . SECTION.., SECTION 8-13 FREEZE PROTECTION DETAILS NOTES I. THIS SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13-D STANDARDS AS SUPPLEMENTED BY THE CITY. 2 PIPES ARE CPVC PIPES WITH CEMENTED FITTINGS 3. PIPE SIZES ARE HYDRAULICALLY CALCULATED. 4 CALCULATED DENSITIES ARE BASED ON U . LISTING OF THE SPRINKLER USED 5 ALL PIPES SHALL BE PROTECTED FROM FREEZING TEMPERATURES. 6. INSTALLATION IS RESTRICTED fO CALCULATED CONDITIONS AS FOLLOWS MAXIMUM DISTANCE BET WEEN SPRLNKL.ERS=16'-0' MAXIMUM DISTANCE FROM WALLS = 8'. 0' ❑ MAXIMUM DISTANCE BETWEEN SPRINKLERS = 20' - 0' MAXIMUM DISTANCE FROM WALLS =10' 0' 'EXCEPT AS NOTED ON PLANS FOR SPECIFIC CONDITIONS. PIPE SIZES ARE SHOWN FOR ALL PIPES PIPE LENGTHS ARE SHOWN ON PIPES THAT RELATE TO HYDRAULIC CALCULAT IONS. ALLOTHER PIPE LENGTHS ARE SUBJECT "TO FIELD CONDITIONS AND NOTE 6 S AIANPERSWH'CH AND FLOW SWITCH WILL BE PROVIDED BY RESCOM. FOR OPTIONAL MONITORING. WIRING AND MONITORING SILALL HE DONE BY OTHER LICENSED ELECTRICAL CONTRACTORS 9. SYSTEM PIPING SHALL BE HYROSTATICAL.LY TESTED AT VISUAL AT CITY PRESSURE. 200 PSI FOR TWO HOURS 50 PSI OVER CITY PRESSURE FOR 2 HOURS. 10 PIPING W AT71C IS TO BE INSULATED AGAINST FREEZING ❑ BY OTHERS. BY RESCOM. �L�� PATIO Dl' POOL 9, CONTRACTOR IV � s GRAA L DRi AI NIV ��' �C X w ko 3 A,C PADB .W.3 , \ OO n,�TER r-LoW �� I I f♦"fb• 3-�I-OL DRiN i ----------------------- SITE p, a Li i : 2©' C m 9 �: � - F�•ry zF e GA•R.�.wc,E o• 7,18 PEFOF-ESi ST. 14NDRr=We f 14NOR LOT i, BLOG< 1 AN ADDITION TO THE CITY OF COPPELL, TEXAS