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HomeMy WebLinkAboutCT 92-03; AVIARA PHASE 3; Substantial ConformanceLEGEND Existing Contour New Contour 2:1 Slope Standard 8' Bench Aviara Master Plan Bdry. Subdivision Bdry. Lot Line Desiltation Basin & Storm Drain Outlet Brow Ditch Direction of Flow -----------100 ___. - ----100---- 105~--100 -- •• -------- All Weather Access Ro~d 11111nnnW.Alffm •• , ... in.11n TYPICAL STREET SECTIONS RIW 46' RIW 20' 26' 4' 16' 16' 5.5'4.5 • ,....... 3' at top of slopes for ' NTS ,, ~ ., .. , . S; 4 F "D" STREElJ'& PORTION OF "G" STREET RIW eo· so·• R/W I ,o• 40' 3!'• 10· 3' at top of slopes for 4.5' M' • t8'• o· ll:I'" !JS 4.-$' sound or theme walls ..+""'t=f------""---"'-'-+-r-----"-"---"'--t=+'"+"'f where applicabl• sound or theme waits where applicable 3' at top of slop&S 1or sound or theme walls wher'8 applice..ble AMBROSIA LANE (PROPOSED) 'INTERIOR STREETS -EXCEPT IIBOVI! :11; i R/W R/W 10' 4.5' 5.5' ••• 34' ... BLACK RAIL ROAD (PROPOSED) 102' 41' 41' 32' 9' 9' 32' HTS ALGA ROAD (EXISTING) F'OmSETTIA LANE (PROPOSED) RIW 10' ... ,.~. hll'II 5-,5' .5 (REVISED FOR SUBSTANTIAL CONFORMANCE 3/6/95) $,EE SHEET 5 ~SN'T' // SEE SHEET 4 SEE SHEET 4 l'H'T'I~ ~SHEET3 ,-,#Tt SEE SHEET 5 f. ltl/'1'"/I VII LOT7 NOT A PART lll'rS ~, SHEET INDEX MAP LEGAL DESCRIPTION SEE SHEET 4. SE;ESHEET~ t5NTl:t!. - Sl;E SHEET 4 ISNT/:t!, ' Sl;E SHEET.t · f lh'T/,t ~EE SHEET3 f S/ITIO THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN DIEGO AND IS DESCRIBED AS FOLLOWS: THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 22, THE NORTH HALF OF SECTION 27, ALL IN TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF, AS SHOWN ON RECORD OF SUR.VEY NO. 10774, RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER, OCTOBER 30, 1986 AS FILE NO. 86-494180 OF OFFICIAL RECORDS. EXCEPTING THEREFROM ALL TR1'T PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 22, CONVEYED TO THE CI~Y OF CARLSBAD BY THAT CERTAIN GRANT DEED (PARK SITE), RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER, JUNE 29, 1989 AS FILE NO. 89-345769 OF OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM ALL THOSE PORTIONS OF THE NORTH HALF OF SAID SECTION 27, LYING WITHIN THOSE MAPS KNOWN AS CITY OF CARLSBAD TRACT 85-35, AVIARA PHASE 1, UNITS A, B, C, D AND E, ACCORDING TO MAPS THEREOF NOS, 12409, 12410, 12411, 12412 AND 12413, RESPECTIVELY, FILED JUNE 29, 1989. ALSO EXCEPTING THEREFROM ALL THAT PORTION OF SAID SECTION 27 LYING WESTERLY, SOUTHWESTERLY AND SOUTHERLY OF THE EASTERLY, NORTHEASTERLY AND NORTHERLY LINE OF THAT CERTAIN EASEMENT DEED FOR PUBLIC STREET PURPOSES TO THE CITY OF CARLSBAD, RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER, JUNE 29, 1989 AS FILE NO, 89-345765 OF OFFICIAL RECORDS, SAID STREETS KNOWN AS ALGA ROAD AND POINSETTIA LANE. ALSO EXCEPTING THEREFROM THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. ALSO EXCEPTING THEREFROM ALL THAT PORTION OF SAID NORTH HALF OF SECTION 27 LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF SAID SECTION 27, DISTANT THEREON NORTH 86'58'38" WEST 659.33 FEET (RECORD NORTH 87°51'00" WEST 659,35 FEET) FROM THE NORTH QUARTER CORNER THEREOF, AS SHOWN ON SAID RECORD OF SURVEY MAP NO, 10774; THENCE ALONG THE BOUNDARY OF SAID RECORD OF SURVEY MAP NO. 10774, SOUTH 0',06'50" WEST 1340.75 FEET TO AN ANGLE POINT THEREIN; THENCE SOOTH 87"29'59" EAST (RECORD SOUTH 87'30'08" EAST) 372.00 FEE'I'; THENCE LEAVING SAID BOUNDARY SOUTH 2'30'01" WEST 326.73 FEE'I' TO A POINT ON THE NORTHERLY LINE OF ALGA ROAD AS DESCRIBED IN THE HEREIN ABOVE MENTIONED EASEMENT DEED TO THE CITY OF CARLSBAD, AND BEING THE POINT OF TERMINUS. OCEANSIDE dw• ll.TIVE MAP PLAN AK~ ENCINITAS RO RD. La Costa LA~,..., VICINITY MAP OWNER/DEVELOPER ~ I) AVIARA LAND ASSOCIATES LIMITED PARTNERSHIP 2011 PALOMAR AIRPORT ROAD, SUITE 206 CARLSBAD, CA 92009 (619) 931-1190 ENGINEER OF WORK P&D TECHNOLOGIES 401 WEST "A" STREET, SAN DIEGO, CA 92101 (619) 232-4466 SUITE 2500 BRUCE A.ROBERTSON R,,C,C:. 4852':' EXPIRES io/30/~r,, CT 92-3 MP 177(G) HDP 92-4 GPA 92-3 GENERAL NOTES 1. STREET RIGHT-OF-WAY WIDTHS ARE SHOWN ON MAP. 2. ALL STREET DESIGNS TO CONFORM TO CITY STANDARDS UNLESS APPROVED BY A VARIANCE OF STANDARDS. 3. CUT AND FILL SLOPES SHALL BE 2: l MAXIMUM RATIO, 4. EXISTING GROUND CONTOUR INTERVAL IS 2 FEET, AERIAL PHOTGRAPHY PREPARED BY PHOTO GEOTECHNICAL CORPORATION ON 11/15/85. 5. 6. 7. 8. 9. 10. 11. 12. PUBLIC SERVICES AND DISTRICTS: WATER - SEWER FIRE SCHOOL CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD CITY OF CARLSBAD CARLSBAD SCHOOL DISTRICT EASEMENTS/ENCUMBRANCES: 100' SDG&E EASEMENT, 150' SDG&E EASEMENT, 30' WATER EASEMENT, THREE PUBLIC UTILITY EASEMENTS, AND PARK AC- CESS EASEMENT (AMBROSIA LANE). SEE SHEETS 3, 4, AND 5 FOR LOCATIONS. EXISTING ZONING: PC PROPOSED ZONING: PC EXISTING GENERAL PLAN DESIGNATIONS: RC, OS, RLM, RM, NC PROPOSED GENERAL PLAN DESIGNATIONS, RC, OS, RLM, fill NC PROPOSED LAND USE, SEE SHEET 2 FOR PROPOSED L,>,ND USES, AREAS, LOT COUNTS, AND DENSITIES. ALL SINGLE FAMILY LOTS ARE A MINIMUM OF 7 1 500 SQUARE FEET, -ALL LOTS TO MEET MINIMUM REQUlREMENTS OF AVIARA MASTER PLAN. PRELIMINARY SOILS REPORT PREPARED BY: IRVINE CONSULTING GROUP, INC. 9240 TRADE PLACE, SUITE 100 SAN DIEGO, CA 92126 EST,J~TED GRADING!QUANTITIES: t 700, 000 c. Y. EXCAVATION I/ /00, 000 _ 'C, Y, EMBANKMENTS 14. THIS TENTATIVE MAP IS CONSISTANT WITH THE AVIARA MASTER PLAN (AS AMENDED), THE GENERAL PLAN OF THE CITY OF CARLSBAD (AS AMENDED), AND THE LOCAL COASTAL PLAN (AS AMENDED). 15, THIS TENTATIVE MAP, AS CONDITIONED, MEETS OR EXCEEDS ALL PUBLIC FACILITY REQUIREMENTS OF THE CITY OF CARLSBAD. 16. A.P,N.'s: 215-040-19,20,2l(PORTION); 215-080-24(PORTION) 17. THERE ARE NO ADJACENT UNDEVELOPED LANDS WHICH REQUIRE ACCESS THROUGH THE PROJECT AREA, 18. 19. 20. WATER, SEWER, AND STORM DRAIN LINES WILL TIE INTO ADJACENT, EXISTING LINES AT THE NORTH END OF THE GOLF COURSE (UNIT B, PHASE I, MAP j/12410) AND THE NORTH END OF AMBROSIA LANE (UNIT C, PHASE I, MAP #12412). ALL UTILITIES SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. ALL UTILITIES TO BE UNDERGROUND. AMBROSIA LANE PROFILE IS SHOWN ON SHEET 6. STREET "A" PROFILE IS SHOWN ON SHEET 7, STREET i:;" f'ROl"/U IS SI/OWN ON SIIEET ,!J, 21. INTERSECTION SPACING: THE DISTANCES BETWEEN INTERSECTIONS ARE SHOWN ON THE INDIVIDUAL T.M. SHEETS (SHEETS 3, 4, AND 5). 22. "UNDISTURBED OPEN SPACE" AS SHOWN ON THESE PLANS IS UNDISTURBED PER THIS PLAN. 2 3 , AVERAGE DAILY TRAFFIC: , RESIDENTIAL -SINGLE FAMILY: t}l"IO ' RESIDENTIAL -MULTI-FAMILY: ~-4tlt1 TOTAL RESIDENTIAL: 4,~?J3 CHURCH/DAY CARE: 580 GRAND TOTAL: 5;Z7i! -Z4. ALL ARCHAEOLOGICAL SITES HAVE BEEN MITIGATED THROUGH A RESOURCE RECOVERY PROGRAM. 25. MANUFACTURED SLOPES ARE GENERALLY ORIENTED IN THE SAME DIRECTION AS NATURAL SLOPES, THUS MAINTAINING THE CONTOURS AND CHARACTER OF THE NATURAL LANDFORM. s "!,h q_ s-Dil 'E e-145 PAre B~1-1r bllTE ,.-1-2..s- 17191'? SUBSTANTIAL CONFORMANCE EXHIBIT PHASE Ill -S.C.E. 92-3 SHEET 1 OF 12 P&D Technologies - 401 West "A" Street~ Suite 2500 San Diego, CA 92101 619•232•4466 An Employee-Owned Company ,.... -- uJ crJ c( I I 0. VI • t") • f'J LEGEND __ ., ____ _ Ill 23 j OOOOOOOIJODDDD□ VI FOUND IN SUBSTANTIAL CONFORMANCE AVIARA MASTER PLAN BDRY. PHASE BOUNDARY PHASE DESIGNATION PLANNING AREA BOUNDARY PLANNING AREA DESIGNATION PHASE Ill SUBDIVISION AREA UNIT BOUNDARY UNIT DESIGNATION 29 30 ~l\tk?~ MICHAEL J. HOLZM14:i DATE e '3 'f > PLANNING DIRECTOR RECOMMENDED BY: _______________ _ DATE: LLOYD B. HUBBS, CITY ENGINEER DATE ________ _ BY DAVID HAUSER, ASSISTANT CITY ENGINEER RECOMMENDED BY: ------------- DA TE: 26N II 26$ II 24 OPEN SPACE "C o:s 0 cc tl o:s al o.s. 12 1e .s 2 I 9 1b 10 STATE OF CALIFORNIA Baflquitos Lagoon KEY MAP ' ,,i:l 'H r"¾ I \ ' o.s. 8 CARLSBAD SCHOOL DISTRICT 5 4 o· Unit Lot #/Street I 1 • 2 3 4 5 6 7 8' 9 Poinsettia Ambrosia Unit Total II 10-48 Ill IV V VI VII 49 50 51 Streets A·C Unit Total 52·78 79 80 Street E Unit Total 81-102 103 Street F Unit Total 104-135 136 137 Streets G,H Un11 Total 138 139• Street I Black Rail Unit Total 140-148 149 150 151 Street D,G Unit Total LAND USE BY AREA Res1dent1al SF 0 86 86 65 6 5 56 56 62 62 0 24 24 MF 10 1 8 2 6 8 1 5 26 6 0 0 0 0 0 Land Use [acres) Open Space 06 2 1 1 4 06 4.7 1 1 3 6 3 2 79 1 1 2 1 32 2 2 4 1 03 44 0 04 04 17 Str 3 4 5.7 9 1 29 29 1 4 1 4 1,2 1.2 t.7 1 7 06 07 1.3 1 3 Church/ Oaf Care J 68 68 0 0 0 0 0 Ccmmerc. 0 0 0 0 0 23 14 6 16.9 Total 10 1 82 6.8 1 5 06 2 1 1 4 68 06 34 5 7 47 2 86 1 1 36 32 29 19 4 65 1 1 2 1 1 4 11.1 5.6 2 1 2 88 62 4 1 03 1.7 12,3 2,3 14,6 06 07 18 2 24 04 04 17 1 3 21 5 Total 29 3 0 26 6 17 8 40 1 3 18 9 0 68 0 16.9 138 5 ~ Portion of lot 1s undisturbed open space Unit # II 111 IV V VI VII Streets lel Total Planning Area 18 19132• 32(al 3Z(bl 20 32b 17 21 21 21 23 22 (al Res1dent1al Lot #4 Res1dent1el SF 39 27 22 32 9 129 (bl Open Space Lots #5, 6. 7 & 9 le) 124 single family, 449 multi family (di 129 single family, 426 multi family (el Ambrosia & Pmntsett1a Lane 600' ' MF 1 1 1 1 4 LOT COUNT/DENSITY Lot Count Master Antlclp. Open Church/ Total Plan Total Are~ (acl Grass Density (DU/acl Space Com, Day Care Lots Max. ou·s DU's 4 3 2 1 2 3 15 2 2 1 1 4 42 29 23 34 2 12 151 145 184 0 0 120 0 43 81 0 0 0 0 589(cl 137 175 0 114 0 39 27 22 32 0 9 0 555(dl 10 1 68 1 5 47 82 68 19 4 11 1 88 12 3 18 2 21 5 9 1 1284 13 6 21 1 13 9 2 24 2 5 2 6 0.4 SUBSTANTIAL CONFORMANCE EXHIBIT PHASE Ill -· S.C.E. 92-3 SHEET 2 OF 12 P&D Technologies . 401 West"/>:.' Street, Suite 2500 San Diego, CA 92101 619•232•4466 NOJE' TlilS ~ MAP IS FOR GRAPHIC FEFEIENCE ONLY FOR A DETALED UIYOUT SEE EACH INOMOU/11-StEET An Ashland TecAnology Company . 410522 M I C\J 0) • UJ' • (.) • (./) • ~ • I- I ---w (f) <( J: a.. " I - ' ,I : I rOVNO IN .lvBSTIINO;IIL ~R.H'.IMl'U: 0/s/q, .a,,74 0 100 200 300 10114191 REVISEC' 1-z./011/-,.,_ .J '5 it.tt~s---"'>- FL. 99.6 -i f~-_ ....... ;__.-._,t-FL. 996 BUILDING, 5' MIN ENVELOPE '0::--1-1-1 PAD ELEV. 1~ 100.0 5' MIN FL. 99.0 \, R/W \ SIDEWALK FL 99.0 20" MIN FRONT YARD SETBACK CURB ~ SUBSTANTIAL CONFORMANCE EXHIBIT PHASE Ill -S.C.E. 92-3 SHEET 3 OF 12 P&D Technologies 401 West "A" Street, Suite 2500 San Diego, CA 92101 619·232·4466 An Employee-Owned Company "'10522.00 ('t) I C\J 0) • • w • 0 . . (/) 1 1 ---w en <( I a.. ' e,/"$/O.r- Mr~ '81-K /:WT~ 1v, 14/91 • ~NTIAL CONFORMANCE T Ill --S.C.E. 92-3 SHEET 4 OF 12 P&D Technologies 401 West "A" Street, Suite 2500 San Diego, CA 92101 619•232•4466 An Employee-Owned Company # 10~22.00 I (") I ~ a., • w • (.) • (/) --- UJ (f) <( I a.. ( ' \ \ /' ( \ \ ' ---------------- I ' '. \ ' \ \ \ \ ' \ • \ I \ I \ I \ \ ' i \ I ' \ I ' \ \ I ( I I I I I I _! --I ' ' -L)_,, I I • I -, _,---J \ ~--- 1 PROPOSED OFE.ER OF OEDICATrON , ---✓------ -BY SEPARATE.OOCUMEN'I"----=-----'--_ ,...., -----_. ----~---, -_ ~ --~ " . -. F(JTURE EXTENS!OAI OF I ~EXISTING UTILITIES PER DWG. BLACK-RA/ L ROA 0. ___ , -~=">':-•o''!"q~-1.Slc!E-E'F1& --------,. · , f-.5££ SJl£eT ~k'?Y 1'4AP) ---1'8LOCKER STRIP TO BE--\-.------, ,,_;, --~ ----~ ------~ RESERVEIJ BY CITY, i \_ -✓ -_ ~ PROPOSED B" SEWER " • ' C •- A.P JN. 2 il 5=040=(0)~ • 1 1-) I ---;~] I .......... ,-lf'HIS"*.&-1t•-+-l:'l£A REM ACED BVI SHEET 11 I ~----J I c:::::~,-----, -==i A.IP JNL 2: il 15= -;0:111 I . \, . ' I, \ \, \ . ' I I i, ' ' ' I ,\ I ' ' ' " -----[, + Tj .P.N. ~i~~ci'40l= 1J0 { ' ~ DARY •• I ---- ,. D ---------' ' / I -;( / , / / , I\ . - I' BL.OCKl!P S1AMP TO ,BE J-.?£$£/.?1/£O .8Y CITY I I \ ( I \ i r; / l' ' I f -- ' _..--' L ~-------------,...4=; .:- --_ i . 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' ' ! \ --\ --~----..,..----- ______ --/' ' ' --------------__....,. ~ I ( (1-74 P.9r£ 8~-,r ""1-rE ~~ff ~TfNTIAL CONFORMANCE PHASE Ill -S.C.E. 92-3 SHEET50F12 P&D Technologies 401 West "A" Street, Suite 2500 San Diego, CA 92101 619·232·4466 An Employee-Owned Company ~ 10522.00 ~ I ('\II 0) u..i • (..) • Cl) ---w: (./) < :r: Ca, ' ' ' ~ 4 • ~2. --I C.L. . -UJ en 0 0 • 0 0 + m CT) . ..... @ UJ z H ..J :::c u I-IIOO.' ~ PVI• .... L .,, k " vi ~ ' ~"' .:!, 'l-l,lJ 0 + 0 C\I • I-en UJ z H ..J :::c u I-<( aoo.oo· v.c. 1.00 I aoo.oo· v.c. PVI-2411.11 • • • ..J ..J ..J ..J ru • I!! I • u • u ..J u i i ... ' • .. tit ... u ~ • • • • l;! • • ! ! ,c • • ..J ..J • i • • ..J • u u i • ..J u I I u ... • .. .. ! . !i !i • 200.00· v.c. 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"! • ..J I u 8 • i ,c ., ~ I I I I I I I I 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50-fi()O 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+ AMBROSIA LANE PROFILE SUBSTANTIAL CONFORMANCE EXHIBIT -- SCALE: HOR 1IZONTAL 1"=100' VERTICAL 1 "=20' PHASE Ill --S.C.E. 92-3 SHEET60F12 DESIGN SPEED= 30 M.P.H. P&D Technologies 401 West "/\' Street, Suite 2500 San Diego, CA 92101 619•232•4466 An Employee-Owned Company C") I N a., • w • u • (f) ---w ~ :I: a... • • • 232 224 216 192 184 10 r00 12/23/91 ELEV•2045' P/:/:Z+:J5 EL.EV.' 210. 14 ,. it, ~ • " ~u,IQ ~ "' :; 111 0 -..... ~ f'I~ /$-t-18 ELEY.•.218. T5 I • r : • . i -.,,. J ' .,,., v,, I .., ! ... 0 ... . oi ; <'; m .. .. INI ~ 0 ; ~ 0 0 0 • • i I m ... 1~ + 111 ~ ... ... • "-. • • , !l ~ ~ i """ Ill ?.\I'!; V 11-r00 12·r00 13·.-00 ''A'' STREET PROFILE SCALE: HORIZONTAL 1 "=40' VERTICAL 1 "=8' DESIGN SPEED = 25 M.P .H. FOUIP IN 5V4S'Tl9HTJJIL ~M"i!JRH,l,IHll • ~e I > .. OQo .... !!£.~tJHJl4NMP IIY.:...: ...L.'.:?0:GM!!!!"'plll!;e:%~~'F=-=--- ll~M<,HFEA' RrtoHM.e#P~D ,e -r:p · ul>:, ~ · e/?jtt'[ PIPT~ ,C../-9C PR~ 1-1-,r- D/IIT£ SUBSTANTIAL CONFORMANCE ~~~117'1 -S.C.E. 92-3 ---SHEET 7 OF 12 m P&D Technologies <C 401 West "P.:,' Street, Suite 2500 J: • • San Diego, CA 92101 619•232·4466 a.. An Employee-Owned Company · •U)522_00 ct) I C\J 0) • w • (.) . <.n 440 320 280 240 200 I ! 0 0 NO SCALE ' KEY MAP (SEE SHEET 5) i,,,_,.-, Vt! m I m .. ID • • . II m ' ,.., . . . ;g ... • "' "' .. ... ii 0 0 "' 0 0 ~ . ~ • • ~ ~ -...... .. 0 0 ... • ... le . "' I"-(D N 2 0 ~ . -0 • ~ ; ~ m N ....__ . !I! • • ' ' ID RI ... ... • m Ill ~ ~ I • ' ii ;· • -i' -It: • ,.., 8 -0 0 N • 0 0 0 0 m • 0 0 0 0 0 I 0 0 + ~ 0 • . Gi i ! ' ~ • m 0 = 0 . 0 0 . • • 0 0 :, • • . • • • • ... ... a, a, S • -2.ll7 S ~:t ". ~':!' 17 00 1B··00 19· 00 20··00 21··00 22 00 23··00 24 ·00 25··00 26··00 27 •00 2B··00 29· 00 30··00 31··00 32--00 33··00 PROFILE "G" STREET SCALE: HORIZONTAL 1"=100' VERTICAL 1 "=40' DESIGN SPEED = 20 M.P.H. - HILLSIDE STREET Pa/ND I# SV8STJ#IYT/19L .!GH~~IY'l1~ 1Mu£oo~@. HIC/1~ .T. /lfJL6H/LL.l!K, ftANNM/6 1/./U"~ T~A' REUJH~IJJPM .8Y: "°~t?:'~R e.JJjqr .OATE ,~,~ p;9r4 1--1~qr /.?II~ ,:,..;.....ff a,,£ SUBSTANTIAL CONFORMANCE EXHIBIT PHA-SE Ill -S.C.E. 92-3 SHEET 8 OF 12 P&D Technologies 401 West"/>!.' Street, Suite 2500 San Diego, CA 92101 619•232•4466 An Employee-Owned Company do, ~ a, • w • (.) • en w (J) <( :c a.. r{J(/h'lJ //y 5v/J57'19h'7J/l?L MNr.OA~#L."'.e --~ A,QQe,,_ /1c40HMENOB? 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