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2003-7828 G (Plans)NoText 7 v � e o I 12" MIN. 59 +l08.99�8.33'.R 3 3 0 \ I" J eryp ABOVE END BERM TRANS T10N �a �" r a "!'3T ( PAD ELEV. TDIIGEX /STAG ERM,. N _ - MIN. (� fND /MPRVE ���f�J.���� "O r )) p I ( r�I`1I1 1JJ �f r� 1 1,� C 1. )l SIIBDIi�ISl01V BOUNDiR x . -. , ., 59 l l tY3.86, 9 aDD' TAt7 1 l41NG RIP, AP, ENIY _ M� "... END,GUR ;U7T6R ;. a - - - f F __ 1A61 n„ ,E f _ '.. _I , , , & ... SECTION A Bf6lN f�RM 4 Ca TRANS. ; x., LYERr OOX Q1JIi' \ ls "," _ ) F �' NOT TO SCALE 40 2D o ao ao 120 SCALE: 1" = 40' B ",y �) SEE STREET SECITION ON SHEET 1 1 (57 +21.56 TO 559 +43:86) 3 i VAR /AB VAR /ABLE a69r1T3 246.73 HP FL 319.2..: - . " MIN - IN '*I 30 / I DITCH �E L GRASS OR TURF -LINED OPTION y .. ti 99.0 M "':., ROCK -LINED 77ON EXI ' _BEG 1 h- { TREES TO ^\� O SLOPE PLANTING NOTE w , .,�. 1E�+? w BE REMOVED 3. 2 „ OF N 3 z T OP OIL � IN ACCORDANCE WITH SECTION 23,24.510 OF THE l� ;�� , 5 r ' , _ - - d g � er ENCINITAS MUNICIPAL. CODE, PROPOSED GRADED 1 X % \# - - ak r a� l�) f6� ' i R fTC G' r 1 "I 7.6 cm SLOPES EXCEEDING 15 FEET IN VERTICAL HEIGHTZ� 3 - / SHALL BE PLANTED W177-1 TREES, SHRUBS AND �7 �I I �t (3 fn) C F a " 10.2 cm GROUIVDCOVER. PRIOR TO APPROVAL OF 'ROUGH <_ C Y L' S 4 in- �' C F \ r , ( ) `G T XTl V TA N T ININ GRADING BY THE ENGINEERING DEPARTMENT, A \. g' .'` F t EO E LE U S BLE E L G. � A, LETTER FROM A STATE LICENSED LANDSCAPE I *' I � °* u- T VMAX -3, P550 OR EQUAL SAWCUT EXIST /NG PVMT. � 5 SIDEWALK SEE �� �. ,..._,. ,,.�..k..n � ARCHITECT SHALL BE SUBMITTED TO THE AND REMOVE EASTERLY / ' DWG. NO. 7828 =4 COMMUNITY DEVELOPMENT DEPARTMENT CERTIFYING PORTION. MATCH PROP. °; % V SOT 2 THAT ALL SLOPES EXCEEDING 15 FEET IN HEIGHT PAVEMENT TO SAWCUT LINE n LOT l., ` PE 307.0 PE "Z L OT 3 ' ® L� �, _ TYPICAL DRAINAGE DITCH DETAIL Wr I NO SCALE 3 p -'A �� SHALL BE PLANTED WITH AN APPROPRIATE N ";' 2 Qpev I NOTES COMB /1VATION OF TREES, SHRUBS AND EXISTING 12" WATERLINE Y �a l �' P 3'2.0 1 GROUlVDCOVER THAT MEET THE "FIRE DEPARTMENT PE 2870 4 D��� 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL GUIDELINES FOR PLANTING IN DEVELOPMENTS D , r EXISTING 6 ABANDONED , WEBBED OR N - ° � 2. FOR GRASS OR TURF &ROCK -LINED OPTION, CONSTRUCTION FENCING l� SUBJECT TO FUEL MODIFICATION, INCLUDE ONLY WATERLINE r % �.�_ INSTALL GEOTEXTILE UV STABLE NET m % ' APPROXIMATE AREA OF /! �4{ NON- 1AVASIVE, NATIVE, DROUGHT- TOLERANT s 3 REQUIRED AROUND ALL \ l UNDOCUMENTED FILM J. MODIFICATION OF STORM WATER POLLUTION CONTROL T f c ' FACILITIES WITHOUT A PERMIT FROM THE CITY IS PLANTS FOR SLOPES THAT ARE ADJACEN T 0 I , . OPEN SPACE EASEMENTS PER SOILS REPORT GI �I 310LOCAL OPEN SPACE AREAS OR AREAS PRIOR TO CONSTRUCTION & SEINER { C PROHIBITED. SEE SHEET 4. CONTAINING NATIVE VEGETATION, AND BE SPACED EXISTING 8 PVC SEWER I I (TYPICAL) & WA T EASEMENT PER +'' SEE DWG 7828 -1 FOR 4 T NOT TO EXCEED 20 FEET ON CENTER FOR DWG CS -151 - t A FINAL MAP U PLAN & PROFILEf OF TREES AND 10 FEET ON CENTER FOR SHRUBS THAT TRENCH RESURFACING A 111 Q_ C o o CRESTVIEW DRIVE WILL RPOVIDE FULL COVERAGE AND PREVENT PER CITY OF ENG1NlTAS AT RIGHT f \ \\ SEE DETAIL �4 " p r ,Q 3; 311.0 ' 1 �, "` i O EROSION. PRIOR TO ISSUANCE OF FINAL STD. DWG I \\ "? " It co + 45 ✓ OCCUPANCY, A FINAL LETTER SHALL BE SUBMITTED ;, o 5.50'RT� FROM A LICENSED LANDSCAPE ARCHITECT + a +h �MH NO,4 h 3 M `} `•: , 5 +3214 -, �N PROPOSED GRADE = q 4 CERTIFYING THAT THE SITE HAS BEEN INSPECTED 287.0 •, u� p 7.0 307.0 . ;KEYSTONE WALLS SEE "� O d ®GL. STORM DRAIN w o BY THE LANDSCAPE ARCHITECT AND MEETS THE ^, i N 30 - `1 Q f 0 EVC SHEETS 9& 10)' m, U ( I `I co > N I' w.. _ I a. W o. ABOVE REQUIREMENTS AND THAT THE PLANTING 1S L in w, " _ F 1 " ' .... .. �„ t , 5" MIN. - q ed orn �� Q W WELL ESTABLISHED 8090 O U) F SLOPE AREA HAS rz V` - ( PROP. 50 FUEL o Lt, 06 W o "` I SEPARA llf1N ( I V g _� \. } �:. . ; MODIFTC770N `s L) N 29 ' U Q^ o rz GERMINATED AND IS IN A HEALTHY, ACTIVELY r ✓✓ j ` F G 311 1 ZONEo 1 p ¢ zcOy G o A GROWING STATE) AND GROWING ON THE SLOPES. � . � . •. � -.�- :50 BVC� 0 150' o �` , ° `' ` , _ �, 1� �' � � ti3 � � � o I✓ N �, - ---1•- + W � � • 20 ✓G- 1 _ TW 31 L 6 � ` � `ti,: �7 `L• .d x � - "' W ��� , I B Q FG 305.8 TW 312.0 11 Q .�- i J � J � J ' - W � �+ , : � STR►�'IE R, 2 +�s.5o Etrc J�29� S n, I' j" A S 1$ s. - 0 3 3 _ ___ -tlC 309.4% j ��,: EXISTING GROUND Z ! - �� C.L. STORM DRA co IN �c " t `� TW 10.7/ , N 278.0 3 ?2 56.12 LF o • /FG I 4 HDPE ®5.. 619 \ '" 4NSTALL 4 42 BACKING RIP RAP �' ^ ^ o o � / ` � 1 ENERGY DISSIPA TOR, D 4.0 5X5', � � 0 STORM DRAIN ffBff � .3 + _ SEE DWG 7828 / FOR �y PROF /LE OF 19 % ^I �� SCALE: HORIZ. 1" = 20' PLAN & W/ 1.5' ON ONE LAYER OF MIRAF! m ro �� 0 0� / / 700X OR EQUI V.) \ \ ` STORM DRAIN cc> ro c6 0� 4y /J PROP. 30' FUEL 0 % �� - '_..✓' N MODIFICATION 0� SAWCUT EXISTING PVMT. ZONE�� AND REMOVE EASTERLY LOT C ," _. /� F PROPOSED 50' r� 4 ' PORTION. MATCH PROP. A � A , F •� CONSERVATON Ird �l PAVEMENT TO SAWCUT LINE ) PE 278.0 E3- " BUFFER AREA LOT 12" ��EXISTING GROUND INSTALL KEYSTONE , - �- - - .,' E RETAINING WALL - � TYP V I WEBBED ORANGE PE .' PAD , EXISTING 8" ACP WATERLINE _ _ DWG RS 1135 (T- '1050):.CONS7RUCTION FENCING �. ✓ ' / _ � 3257 -1 `' `REQUIRED AROUND ALL r , 1 n is + T ! HT ? I OPEN SPACE EASEMENTS\ /'rn� 1 \ ;01 INSTALL EARTHEN BERM 1+00.00 INSTALL SWAG 1 ©, PRIOR TO CONSTRUCTION "' j , APPROXIMAT.F,„ - WITH ROUNDED EDGES ..- / � D HEADWALL, S7D DWG. D-*30 54 +61.98 (TYPICAL) \/ �/ AREA OF SECTION ff B ® LT ri TW 264.24 FL 261:87 C UNDOCUMENTED - \ 5 � �- •• " �.� 1� 3 ' ., \ �; q SILT BE RM AT LOTS & 7 Qq - t7 270 �� F D FS / REPORrR solLS ' / Y ,4OeW �A - f INSTALL 56 LF - 18 1 EX, FH '� NOT TO SCALE 1 , A -f 2 6' OF $(�(D HDPE S TO RM 9e DRAIN N 54 548.81 n sue,¢ `'o <a 16 OWY PER nS 138.74 l 20' (SEE STORM DRAIN B) I RSD G -16A 11 c� EE Owc No. 7 2a -I �4 �l 1 SUL`I"t?N� s 1 +56.12 INSTALL TYPE °4" s j \,, AN ESMT. TO THE COUNTY 6" AC BE l J OSS V 'IK: STRAIGHT HEADWALL ,fSTD CC} x _ \ OF SAN DIEGO, RECORDED: '~- \ r` OWC' D -30, TW 261.09 AL 258.42 L�� 4 -25 -1977 AS FILE NO / C1 7 JJ - - - I 77- 152884 OF O. R JJ �a4ti' T✓9�C Id .�� q - � \ i� -.,. ,.,_.�, �,.,.. � �---2" AC PVMT OVER 6 (I �� 3 a LOT 7 F C, _ � _ � � � �" " „� 1 4" AGG. BASE SEC �� � INSTALL J2 BACKING RIP RAP _1� "� \ \ \ A -A 1� SECTION SIC PE 276.0 rr / ,G _ _ ENERGY DISS/PATOR, D 40 W� - Tras7 ONE LAYER OF M/RAFI 700X OR 4C 1 WEBBED ORANGE CONSTRUCTION DRIVEWAY DETAIL / TYP, FENCING REQUIRED AROUND -,ALL Ilts EQUIV. V. I 50' \ PRIOR- NOT TO SCALE �, � �-`\ �1 t N OPEN SPACE EASEMENTS P TO 2.5' _ PROPOSED CONSTRUCTION (TYPICAL) I " - DRAINAGE ` - � PROPOSED 50 ° BACK OF ROLLED CURB D ITCH (SEE SEE STREET SECTION ON SHEET 1 L �' I \ COIUSERVA 170N ti DETAIL (52 +86.77 TO 57 +08.06) i I BUFFER AREA ✓ r ABOVE) PROPOSED 50' CONSERVATION fe AREA MA TCH `� I BUFFER GRADE TO 52 +86.66 - 8.12' R END 6' 1� I . h TO 10" CURB TRANS177ON & \ TOP of END EX,. CURB, DUTTER & SIDEWALK REM ROLLED ff OVAL TC 262.28 / / 3� CURB DETAIL A ff N89 51 44 fN 53.50 2 94 5 -" - _ _ _ - -- - - - - BROW DITCH TRANSITION DETAIL \ t 3 3 » EX. 18 ", RCP S7ORlvI 5 I DRAIN, DWG TM 3257-11 - - NOT TO SCALE r NOTE - - - - _ - - r UBDIVISI01 BO DARE' v ... _ - - - --r- I 52 +59.63 ti " . 4 .RT C.L. E I I SEE SHEET 4 FOR STORMWATER TREATMENT PLAN. 4 j r 1 -e' `.� r r I EXISTING 10' PUBLIC RONALD L B CURB INLE F9 -' L =2 1 �� I 11 J rl �r _/1 DRAINAGE EASEMENT „r '` - - ° '+ f J "" La nd I pIl a n� g c M4 e nglIn Ting, s u r ve y 11� ' g q NO. 2 1��1r11 -' 271 52 +52.06 - 8.10' R SAWCUT & BEGIN REMOVE EX I I f J I 471 ' I /1 DEDICATED PER MAP EXP CURB, GUTTER & SDWK BEGIN 6" TO 10" CURB I y '. s -31 - - EXISTING 10' PUBLIC I f7 J I ' 8067 I N OTE: 5115 AVENIDA ENCINAS * r TRANSITION TO 261.63 EX CURB GUTTER &SDWK , EX. 30" RCP ,STORM \ - / 1 8057 SUITE "L" ' crvnT � I DRAINAGE EASEMENT / r 5 NO PARKING FIRE LANE SIGNS a r� _1 GRAIN, DWG TM 3257 -1� I 1`11 � CARLSBAD, CA. 92008 -4387 OF CRLL PER DWG 7Y 3257 {;i 3 s DEDICATED PER MAP 80671 I I r I REQUIRED, SEE IMPROVEMENT PLANS (760) 931 -8700 Q oc REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED 6Y DRAWN CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAW NO . Zcl 'vn za Ls•�a Tg 1 *yy �� 6 CHISELED SQUARE W. END N.W. CONC. APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV �`} GRADING PLAN FOR: J w CURB RETURN OF LAKE DRIVE AND HORIZONTAL 1 " = 40' lD- BY: DATE: ° 1 `_ y �_ - z- BIRMINGHAM DRIVE /� I T � BY: BY; a /~ 78'18 VERTICAL : RONALD L. HOLLOWAY ��� ✓�IAJ" ��° LAKE DRIVE & CRESTVIEW DRIVE I AT � ��¢s Ag C ELEV 32110 AI 9 NA DATE IOZ3o/03 R.C.E. NO. 29271 DATE: II /12103 Q ' f : . DATE: � EXP. 3 -31 -07 9 L n� , IT) T a PC -01 -090 TM /DR /GDP /EIA SHEET 2 OF 1 �� da"O..&•"S/"..'3 l e', / Er t sUAf E I: REVISED 10 -29 -2003 rad�6i NoText NoText r 2 INFILTRA77ON BASIN j PER SHEET 4. s a • o � fo r Y � ? } 'ry l •. 11 ` LOT 2 . :t ..: y A 4 L LOT 7 PE �V7.0 LOT 3 t' PE 300 PE 7.0 R - -- -- -- — I ,311.6 c f J10.4 HP �!x , F . - :1 a 2 Pl /?P' FAi' I i J70.4 F( 0 t - CRES aVr mw P �VA7F S — a t r OVA f 2 y S 1� � F� •, 1NF! TRATION BASIN r 3 PER SHEET 4. LOT 6 �� L07 5 C ° r ` — PE 278.0 F PE 306.5. ',� i^° A� i f 1 (Ty 1 ~ Xs p • , 2 R +� i 96 f " ids 51 LT' F { •� _SLc i °@ T Cp& PAC E i ��p am ,, • a • � s � p �QgpFESS /0� Civil Engineering • Environmental N0.55555 * CD m 2442 Second Avenue �JPiF`f 6° A $ , I EXP. 12/31/06 ," Son Diego, CA 92101 e �.'� c� (61 9)232 -9200 (6 19 ) 232-9210 �o zo � a,c� �0 1 zo �,, �r,„ ,e- .,•._.,.._ ,. _ ..._,- .._,__....__ .n....� _.m ....___._ ______.,_. _ Fox Consultants, Inc. AL SCALE: 1' _. 40' O REVISIONS APPROVED DATE REFERENCES DATE �� a „ `DESIGNED BY DRAWN BY CHECKED BY . _ CHISELED SQUARE W. END N.W. CONC. APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDER APP VED - A PLAN FOR:, . CURB RETURN OF LAKE DRIVE AND ' =40 ' v a s HORIZONTAL BY: / r { _ DATE i DRIVE ✓' m ° BY: BY: BIRMINGHAM r �. v Y M., — s R.C.E. NO. 55555 A � / D, > � . opgr I VER TICAL N/A DATE: FRANK FLORET - A i TL: ELEV: 321.10 EXP. —01 -06 r +• 9 t?' l P TM /DR /CDI , E A SHEET 4A 0 i d U A� — N 26 — 430 20 0 o I API� 30 - - j / 4 SUBDI I SIO BOUNDARY �� ,a 40 so f 2a / 3/4 / I 3/4 11/4 s II /4 /4 4 / 1 3/4 •, 3/4 N i 3t /A 1X N 14 N 1 �„ \ ` 1„ J�a,O 1,3 I' �G G CN I 3/4 F F 5 CN ° Asphal CN CL ' I I Q I 3/4 \ - �1 2 2 4 0 PE 28 PF 307.0 PE 311.0 = PE 312.0 p 4 1 11/4 I I II � / \ II 14 MIN. 4" PVC SLELVE FOR F y i It" CONTROL WIRES - TYP. 16/ I N MIN, 4' PVC St EE FOR n/4 3f 4 3f 4 Dirt Road — — — — CONTROL WIRES - F TYPICAL AOTQMA1iC CONI .OL ER CL D RAINBIRD ESP S 1 'D ERIES-IN ?ALL INSIDE GARAGE Q 0 0 T HAN AREA, LOSS I �' 314 � 3 _ _ _� gg THAN 6:1 SLOPE � ® 15,.5 � . 7� I I U 1 U 11/4 ( ��� �j 4 d 4' � I 4 3/4 ` P P. 50' FUEL t ¢ 3/4 314 3 ODI OIN CN Ln C a I HIS Al�A 3 / HIS AREA ESS- ry 3 .6 ad iAN I' SL P G 305.8 \ \ O t i �dR _ HAN 6:1 LOPE _ _ TIN 12.0 CN \ i'F4S kR L SS 3 4 5 FG 312.0 1 m THAN 6:1 SLOPE �Z TH AREA LO E j T 311.5 \ N — 3/ F I Y' Y A 11/4 3/4 rG FG 306.7 U 11/4 3f4 1.i,L J A PROD 30' F EL 3 14,1 MOJIFICATIOV 1,8, C' C:) — z 2 8� MIN. 4` JC aLEBIE FOR I +' i X i7 ONE Q Asphalt (n CONTR01_ WIRES -- TYP I - TYPICAL AUTOMA I S ROOL' 0� \ 3/ 4 3/4 4 U RAINBIR,D ESP S i 1�Z!! f 4 I z i 1 6 9 APE 308° i / I N (-PIPE SIZING /S�_EEVING T I 28,, 0 - / \ — -�— — LATERAL DI r E NE PIPE A INSIA_L TON. ALL MAINLINE TO BE SIZED AS Z INDICATED ON PLAN II 2 1114 1 / / \ / 0 - PIPE SIZE GPM's i 1" ' -14 \ X 11/4" 15 - -24 3/4 1 .1 j2" 25 -34 N / V N 2 35 -44 U 5A 2 1/2" 45 Iry °_ / V NOTE: CONTRACTOR IS REQUIRED N ESM7 TO THE COUNTY 2 2 SAN DIEGO, RECORDED: d TO PROVIDE" S EVING FOR -25 -1977 AS FILE N0. 00 /4 77- 152884 OF O.R C-) ALL LATERAL t1NE AND MAINLINE rite \ o UNDER ALL PAVING SURFACES. ° 2 X ['57 °- TYPICAL AUTOMATIC CONTROLLER / 1 RAINBIRD ESP SERIES -INS r LL lNSID —� 7 4II/4 VIEW EA EMENT FOR VIEW J / /4 PROTEC ION PURPOSES j 6.4 3 /n JF ` l� Conc 3/4 DARSONO a CUNNINGHAM = Conc _ 3/4 - R.L.A. 2418 5 E 7/31/04 Corgi - - mnnlnnunu\ w on Da ono Design AS S®CI111es. Int'r. FOR IRRIGATION LEGEND, DETAILS AND LANDSCAPE ARCHITECTURE SP ION SEE SHEETS 1 -2.2 4901 Morena Blvd, Suite 124, San Diego, CA 92117 ..t! 1 Yl V JJ PHONE (858) 274 -2650 FAX (858) 274-2651 DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT SEB DLP SEB ° APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMM -ENDED APPR f� IRRIGATION PLAN FOR: 1 CHISELED SQUARE W. END N.W. CONC. 7828 - CURB RETURN OF LAKE DRIVE AND HORIZONTAL 1" r 40' BY: DATE BY: /��. Q_ BY: // // I V BIRMINGHAM DRIVE R.C.E. N0. DATE: H112/ -T� DATE: r/ fP.3 f� -� LAKE VERTICAL NA DATE: EXP. WORK PROJECT No. SHEET ELEV: 321.10 282- 0774 -400 DATE: 01-073ZES NoText _ _ I o 0 I A N 26 430 �0 APN 0 0 260 - 430 -67 s + SUBDI�bI ABOUND I — / I ' N X10 20 0 4(1 80 12.0 / / +� GQ O A, A \ (A 245 - -1 GAC`_µ F \ F C o 5 CN �I CL I � Asphal� CN \1 2 3 4 PE 28 .0 P 307.0 PE 311,0 =PE 312.0 ° CN - -\ I A A QER HET A \ 21 - AGR 112 AL \ I ^ 21 -15 GAL C Dirt Road \\ I F = C Q 0 0 n 1t P P. 50' FUEL s , O v v _ • ODIFICATION I ° I Q ZONE Q _ O t 2 1�3 3 4 — — 5 FG 312.0 I �/ I rw33 5� � —— N _ IFG JO TW BY I 7 �/ / s FG 306. �- I U / \ • I w 4 PROP. 30' FUEL MODIFICATIO V g +' ZONE 0 Asphalt (J) u I ���� \ Q I j 6 j J 5 ��� i 1 �N P 1 _ A ( 278.0 PE 308. O I _ ARB MEN t 21 -15 GAL L I � J Un N o Li� (\ N ESMT. TO THE COUNTY SAN DIEGO, RECORDED: -25 -1977 AS FILE NO. P }P � 77- 152884 OF O.R o 5 LOt � n d N > � � { PE 2760 5 N / � I VIEW EA EMENT FOR VIEW / PROTEC ON PURPOSES . .._ ��UpA�1111IIIHI11111� Jii I �ADSCA�� of i� Conc N f _ DARSONO a Con I = CUNNINGHAM R.L.A. 2418 _ E 7/31/04 arsono Design Associates, Inc. y FOR PLANTING LEGEND, DETAILS AND LANDSCAPE ARCHITECTURE S PECIFICATIONS, SEE SHEETS L3.2 4901 Morena Blvd, Suite 124, San Diego, CA 92117 PHONE (858) 274 -2650 FAX (855) 274 -2651 DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT SEB our seB 2 ? 6e'�''•P �` « CHISELED SQUARE W. END N.W. CONC. APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED AP'PR : PLANTING PLAN PLAN FOR: R QQ .�1/I. /Vt 78ZV 'a CURB RETURN OF LAKE DRIVE AND HORIZONTAL 1" = 40' DATE: BY: BY: ' BY: ]� A 1 BIRMINGHAM DRIVE DRIVE STREE T / I1 „ • ��° r P/f a �' P? j--clo NA DATE: R.C.E. N0. DATE: 11112 DATE: i vERncAL ELEV: 321.10 EXP. WORK PROJECT No. SHEET 7 O 282- 0774 -400 DATE: 01 -05- NoText NoText NoText