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600 Persimmon Ave - BC04-002808 (PUMP HOUSE) (A)PERMIT ADDRESS CONTRACTOR ADDRESS G X� i~1 Q PHONE NUMBER PROPERTY OWNER ADDRESS r- I D PHONE NUMBER �-\ b ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE d b Cr1 SUBDIVISION cin PERMIT # ``\' bb DATE C`"lam PERMIT DESCRIPTION PERMIT VALUATION��'� SQUARE FOOTAGE c Cwt 17 f 1 jyl . , V l I . I .� N 1;� 11,14 " 'r 'iti • • —4 ILA 4A r Uy, t'rx 04 4 I Ir 04 - yJ •• rt _tiAor.Ilr. yj :I 'A A'; jf -11 _T IT k ;Y ti7 •I 1(J T_ H.7 TAT F - If ID • A AA 0 QY Ea N 0. RT H ty e. A, L I N t • P-40 Nyt IrYr EA)0,TU1& C L eoons CUR Q`('`�' • .: -, _ Yh11�11- .. ,.tv :, �) t, t, r FK1 Libo �T PAV EmEN '4 krJ5,AJ PT 5xjl fLt-ev�. r & I R A C K 0 A T cl .......... . . I R A ACK E --------- 0U N1 t4 0 TRACK CANOPY PO4 Tit owl 4, It PLA ComeRETE IE CE P T 0— pro, . ......... ANOW= K • 41 -7,�j fk - A T E R FL ANT 461 If oX I i'PAVEMENT-"- Lvr�-A�b. zj r 0 I0. h i, v's'! I'L,; N i- 1. Al •P, T'J'4 It CA Wv . .)[ � )f � �r�,,. �,f. i. t�J"'r �;,'. •v �•`F'f 1��t� -� - ',. 1. .r .r 'r 'r, r' r 1' 1, ! �•' '1 � wr 1 t , . I •,I r ; ' , I r � . �Q �1 ' r �j �f�1 1 VTi,,i ,� 'l• '�`* :a 1 �`'•.�' ^ • ` • � � �, / sl+iili'" - ,. � J•� � ,Q" ' �• '� 'K J r Ir P r Ir ,;` k: ••1 n. � �. 1 r•,'.. �r' �O ,N i � �•r~ ', � •. �6�rT,., �, •„ tll.• .. ,,'X� �,� ALO ✓'" 1' --- ,.'',.r'' •Il -; ;' t � J,'Ir• I, •/+-� / 4 'R f A `r,J.It �•�1✓•')`r I',"1 't ►�•nt •. r, r✓Ir, :`, 4• ' �� ''' •r 17 '!qs' C16 Nil .4 % 1 �1 • i ''Y �..� • •4 ''�' ' , , • , Air .. a r . - . O - •,'C• - •. ' t 1 •„/• ,,AA Arc t tiv �J .� `3 F-• .Jrr �r� " / - •.-r . , K- • ja.,', . �r/, / Y / :.t 7' ' r . f ' •1- .' ')ril •ar ] '!'r' �, 1'rrJ• �' .C"x' .1 \- +7 r = /" 'r'.t .. "'-!' ` . r L � /'� / 'G/ / ,. /. {.' '+[ -.tj {',:.�, �•'� : r�^ tr i> V j.t C r .. _ !n . 'r .l 'f' 'r i•• •t' ''-.`' .�1.'tir +L }i N'., �,\, „fir -1c. 4 > 4, ti IL j, -T A :A.' +r _ .. r ly�- /' I / •• 1 ~, J ?`1' :''�,, �,J '+' (•Jn �. 1-• >t A,� ;1;1, 47 r �it .'�k Le n rl pt i on y • _j A ✓ INT C/L r AACL RR to JAX RUN S + NLY LI `A� JA L: Ae! k0t� e �. "•f1 t .1h .a_ll��' i .14 4 L Ji 4. v ,c � 7' L 7--- 4r t r, IL "A I L 4 J-.`._.. - _.-_.__...a.�_ � _ ... �_ .�. ..w�._._�__. ._ .-�__ ., --- _. SAFE LOAD ?ARLES FOR GRAVITY, UPLIFT 4 LATERAL LOAD6 8" PRECAST 4 PRE8TRE55ED U -LINTELS TYPE DESIGNATION ._. F . FILLED WITH GROUT / U - UNFILLED WANTITY OF #5 RE15AR AT BOTTOM OF LINTEL CAVITY 8F1(o-I 3/IT NOMINAL WIDTH I� QUANTITY OF "5 NOMINAL HEIGHT REpAR AT TOP MATERIALS I, f'c precast lintel$ - 3500 psi, 2, f'c preatreased llntek+ - 6000 Pell 3, F'c grout . 3000 pal w/ maximum 3/8" ag3 ra!0alo, 4, Concrete masonry units (CMU) per ASTM CSU w/ minimum net area comproealva strength - 1900 pal, 5. Rebar provldod In precast lintel per ASTM A615 CsR60, Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade- 210 rade210 low relaxation. 1. 1/32 wire per ASTM A510. 8, Mortar per ASTM C210 type M or 5. GENERAL NOTES I, Provide full mortar head and bad ,Joints, 2, Shore filled Iintcle as requlrod. 3, Installation of lintel must comply with the architectural and/or structural drawings, 4, Llntals are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell rainforalrlg and grouting.. 5, All Iintela moot or excoed L/360 vertical deflection, except lintels Il' -4" and longer with a nominal holght of 8" meet or excaad L/180, 6, Bottom Field added rebar to be located at the bottom of the lintel cavity. 1, 1/.32" ;4amotar wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-In-placo conueto may be provided In composite lintel In Ilou of concrete masonry units, 9. Safe load rating6 based on rational doslgn analysis per AGI 318 and AGI 530 SAFE LOAD TAPLE NOTES I. All values baaed on minimum 4" bearing. Exception: Saga loads For unfilled Ilntela must ba 'reducad by 209; if boaring length is less than 6-1/2". Safe loads for all recessed lintola based on 8 nominal bearing, 2, N,R. - Not Rated. 3, 6aPa Icade are total auperlmpoaad allowable load on the section apaclFkcd. 4, Safe loads baaed on grade 40 or grades 60 Field robar, 5. Additlonal lateral load capacity can be obtained by the designer by providing addlonal rclnforcod masonry above thcs prucast lintel, 6, One "l rebar may be substituted For two 45 rabars In 8" Ilntolt only. I. The de$Ignor may ovaluate concentrated loads from the safe load tables by calculatln2 the maximum realstln�8 moment and ehear at d -away from the face of support, 8, For composite lintel helghts not shown, use safe load From next lower halght, 9. All safe loads in unite, of pounds per linear foot, 8" PRECAST 4 PRESTRESSED U -LINTELS 4<tf lSSiJ~ G C#17� UPLIFT y GIRAVITY LATERAL LATERAL TYPE ��-"�� LENGTH— _-_ LENGTH ��- TYPE I FI` OQAT $FB-pG 8F12-pLi dFlb-OB 8F20 -OB 8F24 -OB 5F2b-OD 8F32 -OH BF8-IB 8FI2-Ip dFl6-Ip 6F70 -I15 SF24-Ir3 8F2b-Ip EF32-Ip 2'-10" (34") PRECAST 2302 3166 4413 6039 - 1526 9604 10412 11936 3166 4413 6039 1526 9004 10412 1193(l 3'-6" (42") PRECAST 2302 3138 3311 4689 6001 1315 e-00 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" C48") PRECAST 2029 2325 7496340 4'-6" (54") PRECAST 4436 5410 6384 1358 2(,46 4413 6039 1526 9004 10472 11936 4 -6" (54") - PRECAST 1651 5'-4" (64") PRECAST rn:) 2651 3403 4149 --- 4896 5644 - 2110 4021 6039 1526 9004 10412 9666 5'-4" C64") PRECAST 1184Im 301 1$09 2311 2626 3336 3846 1665 2889 5051 6096 5400 1,424 1450 " (10") PRECAST 912 ooG 059 ala 369 2303 3232 3131 1459 2464 - 4144 - 5458 4431 5740 6122 6' 6' (18') PRECAST 931 1785 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 4 4995 6690 ---� (90") PRECAST 162 1029 1615 735$ 1994 39 7586 3333 1029 1615 2610 3839 96 6613 rl 5041 1496 (112") PRECAST 513 632 KJ49 469 7K62 666• 154 X21 1668 1212 1816 2544 69 3030 3121 363 (126") PRECAST 456 452 602 1125 915 2 132$ 1535 -- 658 1075 1514 2081 -- 2114 3130 2404 631 486 PRECAST 445 595 935 %$ 1054 2355 1193 2115 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 689 2014 1510 210 555- 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 421 �- 126 1478 1331 1635 1224 1416 465 14$ 1016 1438 1855 2343 u 2920 14'-0" (168") PRECAST 338 3$I 646 99 1190 1462 11 1260 455 200 1003 1335 1114 2153 2666 561 (110 PREBTRE55E N.R. NR NR NR NR NR-� NR NR 465 '165 1310 2045 2610 3185 3165 lam' 4" (184") PRESTRESSED N,R. NR NR NR NR NR NR NR 420 695 .1250 — 1855 2310 2890 3410 Il' -4' (208") PRESTRESSE N,R, NR NR uz _ IR NR NR _ NR 310 530 .950 1400 1400 7[00 2600 205 323 451 601 'Til 942 PRESTRESSE N.R. NR NR 74R NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (256") PRESTRESSE N.R. NR NR NR NR NR NR NR 183 330 610 930 1340 11bP 2114 22'-0' (264") _ PRESTRESSE �N.R, NR NR NR NR NR NR NR 160 300 510 810 1350 1660 1910 24'-0" (288") PRESTRESSE _ NR NR NR NR NR NR NR -- 130 244 410 110 1030 135Q _ 2 TYPE DESIGNATION ._. F . FILLED WITH GROUT / U - UNFILLED WANTITY OF #5 RE15AR AT BOTTOM OF LINTEL CAVITY 8F1(o-I 3/IT NOMINAL WIDTH I� QUANTITY OF "5 NOMINAL HEIGHT REpAR AT TOP MATERIALS I, f'c precast lintel$ - 3500 psi, 2, f'c preatreased llntek+ - 6000 Pell 3, F'c grout . 3000 pal w/ maximum 3/8" ag3 ra!0alo, 4, Concrete masonry units (CMU) per ASTM CSU w/ minimum net area comproealva strength - 1900 pal, 5. Rebar provldod In precast lintel per ASTM A615 CsR60, Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade- 210 rade210 low relaxation. 1. 1/32 wire per ASTM A510. 8, Mortar per ASTM C210 type M or 5. GENERAL NOTES I, Provide full mortar head and bad ,Joints, 2, Shore filled Iintcle as requlrod. 3, Installation of lintel must comply with the architectural and/or structural drawings, 4, Llntals are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell rainforalrlg and grouting.. 5, All Iintela moot or excoed L/360 vertical deflection, except lintels Il' -4" and longer with a nominal holght of 8" meet or excaad L/180, 6, Bottom Field added rebar to be located at the bottom of the lintel cavity. 1, 1/.32" ;4amotar wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-In-placo conueto may be provided In composite lintel In Ilou of concrete masonry units, 9. Safe load rating6 based on rational doslgn analysis per AGI 318 and AGI 530 SAFE LOAD TAPLE NOTES I. All values baaed on minimum 4" bearing. Exception: Saga loads For unfilled Ilntela must ba 'reducad by 209; if boaring length is less than 6-1/2". Safe loads for all recessed lintola based on 8 nominal bearing, 2, N,R. - Not Rated. 3, 6aPa Icade are total auperlmpoaad allowable load on the section apaclFkcd. 4, Safe loads baaed on grade 40 or grades 60 Field robar, 5. Additlonal lateral load capacity can be obtained by the designer by providing addlonal rclnforcod masonry above thcs prucast lintel, 6, One "l rebar may be substituted For two 45 rabars In 8" Ilntolt only. I. The de$Ignor may ovaluate concentrated loads from the safe load tables by calculatln2 the maximum realstln�8 moment and ehear at d -away from the face of support, 8, For composite lintel helghts not shown, use safe load From next lower halght, 9. All safe loads in unite, of pounds per linear foot, 8" PRECAST 4 PRESTRESSED U -LINTELS 4<tf lSSiJ~ a l UPLIFT y GRAVITY LATERAL LATERAL TYPE ��-"�� LENGTH— _-_ bF5-IT ,d, 8F16 -IT I FI` OQAT bF241T 8F2b-IT 8F32 -IT &U& 8F8 8F6 -2T - eFl2-2T - EFI6-2T 5F20 -2T 8F24-27 8F28 -2T EF32-2T 2'-10" (34") PRECAST 2121 2Bla 4101 5332 6569 lail 9055 2021 2021 2121 2164 -- 3961 5190 6401 1630 8651 O0 2165 O 3240 4231 5219 O 0 1193 p 0 1251 7165 BFIrP-1B/IT 3165 4125 5091 6061 1036 (48") PRECAST Ib7F, 1969 2832 8RFI4-113/IT 4532 5381 6245 -5 REBAR AT T(;IF 938 _ 1815 1925 MIN. n) F.EQ'D 4'-6" (54") PRECAST 661 1162 2501 3as1 1-1/2- CLEAR 4161 5525 121 121 1660 1105 2435 3111 3913 465E 5,406 5'-4" (64") PRECAST 13931 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 ..__ (10") PRECAST R a 1930 2505 3084 - 3I65 4241 418 418 Ia12 GROUT 1615 2441 3010 3553 4151 " 11411 1200-� 33 11 7250 2169 3290 3812 101 881 1141 z � •5 REBAR AT BOTTOM 959• 912 415 O O OF LINTEL CAVITY 2191 3330 591 651 BOTTOM RkINFORGING 1029 1466 1901 2351 2191 3245 1.5/&'ACTUAL PROVIDED IN LINTEL 612 9Po ^ ---� (YARIE9,1 1652 2144 b" NOMINAL WIDTH 630 TYPE DESIGNATION ._. F . FILLED WITH GROUT / U - UNFILLED WANTITY OF #5 RE15AR AT BOTTOM OF LINTEL CAVITY 8F1(o-I 3/IT NOMINAL WIDTH I� QUANTITY OF "5 NOMINAL HEIGHT REpAR AT TOP MATERIALS I, f'c precast lintel$ - 3500 psi, 2, f'c preatreased llntek+ - 6000 Pell 3, F'c grout . 3000 pal w/ maximum 3/8" ag3 ra!0alo, 4, Concrete masonry units (CMU) per ASTM CSU w/ minimum net area comproealva strength - 1900 pal, 5. Rebar provldod In precast lintel per ASTM A615 CsR60, Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade- 210 rade210 low relaxation. 1. 1/32 wire per ASTM A510. 8, Mortar per ASTM C210 type M or 5. GENERAL NOTES I, Provide full mortar head and bad ,Joints, 2, Shore filled Iintcle as requlrod. 3, Installation of lintel must comply with the architectural and/or structural drawings, 4, Llntals are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell rainforalrlg and grouting.. 5, All Iintela moot or excoed L/360 vertical deflection, except lintels Il' -4" and longer with a nominal holght of 8" meet or excaad L/180, 6, Bottom Field added rebar to be located at the bottom of the lintel cavity. 1, 1/.32" ;4amotar wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-In-placo conueto may be provided In composite lintel In Ilou of concrete masonry units, 9. Safe load rating6 based on rational doslgn analysis per AGI 318 and AGI 530 SAFE LOAD TAPLE NOTES I. All values baaed on minimum 4" bearing. Exception: Saga loads For unfilled Ilntela must ba 'reducad by 209; if boaring length is less than 6-1/2". Safe loads for all recessed lintola based on 8 nominal bearing, 2, N,R. - Not Rated. 3, 6aPa Icade are total auperlmpoaad allowable load on the section apaclFkcd. 4, Safe loads baaed on grade 40 or grades 60 Field robar, 5. Additlonal lateral load capacity can be obtained by the designer by providing addlonal rclnforcod masonry above thcs prucast lintel, 6, One "l rebar may be substituted For two 45 rabars In 8" Ilntolt only. I. The de$Ignor may ovaluate concentrated loads from the safe load tables by calculatln2 the maximum realstln�8 moment and ehear at d -away from the face of support, 8, For composite lintel helghts not shown, use safe load From next lower halght, 9. All safe loads in unite, of pounds per linear foot, 8" PRECAST 4 PRESTRESSED U -LINTELS 4<tf lSSiJ~ a l UPLIFT y GRAVITY LATERAL LATERAL TYPE ��-"�� LENGTH— _-_ bF5-IT dFl2-IT 8F16 -IT I FI` OQAT bF241T 8F2b-IT 8F32 -IT &U& 8F8 8F6 -2T - eFl2-2T - EFI6-2T 5F20 -2T 8F24-27 8F28 -2T EF32-2T 2'-10" (34") PRECAST 2121 2Bla 4101 5332 6569 lail 9055 2021 2021 2121 2164 -- 3961 5190 6401 1630 8651 3'-6" (42") PRECAST 2165 2189 3240 4231 5219 6204 1193 1251 1251 7165 2215 3165 4125 5091 6061 1036 (48") PRECAST Ib7F, 1969 2832 3680 4532 5381 6245 J38 938 _ 1815 1925 _ 2150 3563 4.122 5264 6110 4'-6" (54") PRECAST 661 1162 2501 3as1 3020 4161 5525 121 121 1660 1105 2435 3111 3913 465E 5,406 5'-4" (64") PRECAST 13931 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 ..__ (10") PRECAST 12721 1381 1930 2505 3084 - 3I65 4241 418 418 Ia12 1315 1615 2441 3010 3553 4151 (18") PRECAST 11411 1200-� 33 11 7250 2169 3290 3812 101 881 1141 1152 1664~ 3192 2103 3216 3132 T-6" (90") PRECAST 959• 912 415 914 2354 2191 3330 591 651 990 1029 1466 1901 2351 2191 3245 5'-4" (112") PRECAST 8011 612 9Po ^ 1269 1560 1652 2144 454 630 601 - 155 1192 1550 1910 2211 2634 10'-6" (126') PRECAST 1161 498 '193 1021 1261 1496 1131 396 493 116 611 1039 1389 Ill( 7034 135$ 11'-4" ou,".) PRECAST W-4" 666• 439 696 699 1104 5-0--j- 309 1515 363 556 , 666 535 905 1295 1595 1596 2196 12'-0" (144") PRECAST - 6011 400 631 $I6 041 56 312 340 494 631 486 blb 1709 1514 1159 2086 13'-4" (160") PRECAST 5uG• 340 532 666 641 992 1153 302 398 513 409 _ 462 1004 13611"032 Ivil (168".) FREGAST286 4581 316 _ 493 635 115 977 1065 360 546 318 �. 629 922 1754 1561 1816 14'-8" (116") PRESTRESSED . - 243 295 489 591 124 $51 990 N,R, 35`1 243 - 352 5a2 852 1156 1491 1142 15'-4" (184'1 PRESTRESSED 226 225 130 - 553 1022 801 925 N.R. 321 228 329 542 191 1012 Uai 1616 11 4' (208") PRESTRESSED 188 236 361 464 561 (110 TI4 N.R. 255 I$$ 216 349 649 a14 1121 1369 19'-d" (232") PRESTRESSED 65 201 323 401 490 518 642 N.R. 204 165 - 739 '363 550 ~236 940 1160 21' 4" (256") PRESTRESSE as B6 126 3 6 333 $2 590 N,R, 112 142 212 336 411 635 801 993 22'-0" (264") PRESTRE55E - .140 150 268 343 416 493 565 N,R. 161 13'1 205 323 451 601 'Til 942 24'-O" (288") PRESTRESSE 22 165 244 312 3a0 442 5155 N,R. 135 124 186 790 40E 538 680 '633 'KEDULE VALUC WT 27 s F0K (aKAVt 4G N1 LV Kt AK 8" PRECAST ill/ 2" RECESS DOOR U -LINTELS 8" PRECAST tU/ 2" RECESS [DOOR U -LINTELS lSSiJ~ a l y GRAVITY LATERAL ` LEI, I, G TYPE 1GTH �' -� 6RF6-li 5RF6-e,7 TYPE LENGTH� 1 gRUk 8F F6 -0B 8RFI0-09 8RFI4-pB eRFiB pB 5RF22-OB 8RF26-O#3 8RF3p O gRF6.IB SRFIO-IF} 8RFI4-16 bRFIB-Ip ERF72-Ip 8RF2( 10 bRF30-)B 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6890 1821 3412 49E2 6412 1941 9416 10$18 4'-,v" (54") PRECAST 1351 1449 2152 2114 3600 4481 5315 6264 1103 3412 . 4982 6412 1941 9416 loala 5'-8" (68") PRECAST l85 532 602 155V 2058 2566 3015 3551 11$3 2162 4014 4,412 6516 8614 -3565 6639 - 896775 (10") PRECAST 135 19 1509 1449 1924 2400 2816 3357 1103 7051 3611 6412 6516 5450 6411 6'-8" (80") PRECAST 822 9pT 611 2933 2516 3223 3812 4522 901 1611 _ 2933 4100 6130 viii 6151 433 (90') PRECAST 665 2102 1311 252 958 2481 2944 3439 764 1311 2324 3609 5493 6624 5132 TT (116°J PRECAST all 420 _ 834 1253 1011 1342 1614 386 735 928 1491 2119 7616. 3595 2315 8" PRECAST tU/ 2" RECESS [DOOR U -LINTELS ,REDUCE VALUE BY 15 q FOR GRADE 40 FIELD REBAR REEYISIONS 1 AREA ANALYSIS 1 Addition 311 5. 1✓ - 0 UPLIFT y LATERAL ` LEI, I, G TYPE 1GTH �' -� 6RF6-li 5RF6-e,7 5RFI0-IT 6RFIG-2T 6RFI -It BRFI4-2T 9RFIa-IT &RFI$ -2T BRF22-IT BRF22-2T 8RF26-IT 6RF76-2T BRF30-IT 6RF3G-2T 8RU6 8RF6 4'-4" (52") PRECAST 1244 1513 - 1413 3260 -4112 4%1 5825" 932 932 x244 1519 2339 3110 4006 050- 5696 4'-6" 254") PRECAST 92 FSOI 2311 3121 0'3931 4156 5511 853 853 1192 1455 7240 3036 3831 4643 5453 (68") FREGAST 924• 1195 24x3 3055 3683 4325 501 901 924 1141 3351 7916 3613 4230 ('10") PRECAST 8941 r,- 1142 2352 2965 3551 4198 469 469 - 896775 (80") PRECAST 0 1813 2042 2513 3101 3642 830 1100 _- 1466 1981 2509 3035 3563 1' 6" (90") PRECAST 468 691 1325 1610 2250 2153 3721 110 9410 6106 $49 _ 1302 1142 2225 2690 - 3151 ! (116') PRECAST 5331 433 605112B 1413 1104 1995 516 614 — loos 1369 1126 2088 --1 2454 ,REDUCE VALUE BY 15 q FOR GRADE 40 FIELD REBAR REEYISIONS 1 AREA ANALYSIS 1 Addition 311 5. 1✓ - 0 61 [n aUQ Q1 aS V Q. J 1V i y h IL w p Q cv .1 M 0 61 SL aUQ V Q. < i y h IL w p Q cv .1 M 0 c. Cj El v 0 cn (L 6 Q G S(1 ip a �' 73 .�f •l x NE) O Q di ai Q1 " �• U � � Lo -13 ° f... 0 U 3-� d U w cUi�u=�Q1u Q 5t > IL a Q) a 1 Qi 0 p cn 0 L U .tt IU U tL X U- O h 0 X U tL d] U- h X n 7 9 lL W w r, SHEET NO. 2 OF 2 LAST PLOW DATE: July 15, 2004