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CC - Emergency Access Exhibit approved by FD _ W.AEGEAN DR. I 15 I Q I I w CD 4 I 5 I g I�Jl ql I BLOCK 9 1 I FUTURE PHASE AEGEAN ESTATES SUBDIVISION NO. 2 I �;•'1 �a,•1I II f.•.�q/l 8 ] PROPOSED — AEGEAN ESTATES Q O SUBDIVISION NO. 3 /f < �OP y' V� PJ FUTURE PHASE r � �O Q r r � r.................. 1 W. MIKONOS DR. ' I w I a U) 0 2 z µ = , Y BLOCK 11 N AEGEAN ESTATES SCALE GINEERING 1"= 50' DWG.DATE SUBDIVISION NO. 3 06/07/2021 OLUTIONS, SECTION 33, T.4N., R.1 W., B.M. PROJ NO+ MERIDIAN, ADA COUNTY, IDAHO sHE 1 1029 N. ROSARIO STREET, STE. 100 MERIDIAN, IDAHO 83642 TEMPORARY SECONDARY ACCESS EXHIBIT 1 OF 1 Phone (208) 938-0980 Fax (208) 938-0941 exhibit_temp_access.dwg ...................... , ®D N N a C•W @ C v F LL s4- �� 0-m� V _ 6 A y N ®D 4.3 E L O 9 O ems-• fil (U $� IA Qi _ > CL c: ®— N V.- 0 Q N U O ®� � N V ® O p� @7 L++ N C!= Qn Oe N � � c ai VJ U 0 m— �' cW E� o o 171 s • i ' � f l: J 012 0 Iy Z v; 0 s#3 v imaN' ` N N i I o a ® vsnO �v - - - - �... -------- ... oc 0. 12 �\::. f N e BttCK 5 ,✓ ..................... .....::.. �.•: _ .................... - —— _ .s R �S• I • 'e' y i .................. .......... ... I ..--. •. ..;fQ. - V C O O O V v cs.o N V JIT T. I� E w O G tl = N I� V :7 U . a* . PHASE I h .. .. .... .. .. `,�y�`�► �pI .. ... ... .. /1iVf1V�74yn. — ..........:...... `` N c� i\ r--- 0 0 CN o :.:.: ...- — ___ — _— _— N .. h - .. cv 20 — — I I I y� � �94, c X-F ;\ .`. :::. :. — a 40 20 0 4.0 80 120 't � ®a . � I� � j �� 'oC f° �{I I N �� — — — .... : :: . f Q ti • ` II 16 I �,® S Ic�l SET o �; C U O— N V C 1 N 2 I _ _ _ ° 0 N I _ N -O it I �y I kk v P o I—V) v i u = a ` AL \ BLOCK 6 ti I � � •` Low h I Ia 37 �ISTZ �� �5 �, Boa ! I �• °o X o ' � XA — — — \ 2j� tio0.® Doi° ��� Aso ?s �� _ o - o®�° I ��° ® 99® ®�® a®�® oo, ��o� �o ��,o x STD® y o ti 38 ® 1 3 BOCK 6 I hti °®� ILij 3 �h`� `1`, I og`�� s FINISHED GRADE 13 12 ® sw 11 10 g W « z w w LJJFINISHED GRADE o�zo � 39 3. I - =f 1=1 I I�I I- ' o �m� 0° I�— COMPACTED STABLE z c, } �p I h° � i 4=t l C=!11=!' h. . •' \ `'� •\t�I o° BLOCK 8 0�1, SUB-GRADEa o > V. ^^-- �• / J 2 l� -Y. I o V o N �� ua o SEE PLAN VIIEW FOR ELEVATIONS R W �Qj• p%- ®�'�, �s� O t q�4,� s'? O z z a w ti �� h� y�,• ° o I 6 G1 GRADING DETAIL G1 L„ w :N. 4 00 �' `�' �L`° 99 4® I ® N.T.S — o Z m m 4 •J r ....,..... O'........W. d.. �V 2 o f.. cv.'.-.:...o. .... Q c 001 co W. STAVROS ST. o R° 21+24.31 .\ w -- 41 ®I ® { W W M a �• 66� a b n �• a J I n® VJ I �y�G -'N V Ld \ — co 42 I 3.01 _ ---I 22 0o �yti�` o 28 6 7 8 9 10 Z5 \ BLOCK 5 \ D`' I 43 ® 30 25 3, 3p �'as2s3r `�sd 4...= o— ,�. — �.: .......................... ............................. .. .. —..—...-- . ...--.. .:,: :..:.::.:.:::::.:......... .... -....-. ....................... ....... ........ z w I- Cr) ZPON4 " NOTES: v 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK U M INCLUDES CLEARING AND GRUBBING, WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH,, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMEti"S AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. U) 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT MIX TOPSOIL WITH SUBGRADE SOILS. TOPSOIL SHALL BE Z REUSED AND COMPACTED TO ORIGINAL CONDITIONS. N N U 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKAH WITH STRUCTURAL FILL AS DESCRIBED T_ IN THE MTI GEOTECHNICAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION cn ® SCALE 1"=40' TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. W DWG.DATE 03/31/2021 ® PROD. NO. 210306 ® � SHEET 2 OF 16 LL! o 0 i- GRD- 1 � LL Z SPA EFTS/21030S—ST.UNG .........___-_- -__ .___.....--_- c Lb rL Cl Lo 97 00 SCALE IN FEET 00 ............ ..J o a? LLA LAJ FINISHED GRADE TOP OF BED 13 2531.1 MIN. AN Lu 4 FINISHED GRADE 17�7 BLOCK 9 10 COMPACTED STABLE cp 22 2532.50 SEE PLAN VIIEW FOR ELEVATIONS AL l3p ur 00 TOP OF BED NN loe —TOP OF BED— 41 CV 51 LLJ 2531.94 cc CD 24 FUTURE PHASE NOTES: ca 2 ................. ............ 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE - 0 CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH 25 %% BLOCK-11 INCLUDES CLEARING THE GROUND SURFACE OF ALL TRES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT FOR W SUITAB(F FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL 0 BLOCK 12 FUTURE USE ON—SITE SHALL BE DISPOSED OF OFF—SITE AT AN APPROVED LOCATION. 2. CONTRACTOR SHALL STRIP AND STOCKP" TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE. DO NOT ft m S. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. MIX TOPSOIL WITH SUBGRADE SOIL cl TI of ca 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT—OF—WAY, CONTRACTOR SHALL STRIP EXIS NG WE TOP cl 3 GROUND AND BACKFILL WITH STRUCTURAL FIH AS DESCRIBED IN THE MT! GEOTECHNICAL ENGINEERING /T)e REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM NUMBER 1 DATED JULY 19, cc 2019. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING cv DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE 27 34+31.94 WS A53 0- vi T­` 2 11 FUTURE ' PHASE 29 CIO Lu 36 CD of SHEET 3 OF 16 ............. ........................................ GRD-2 .............................................. r SHEETS/210308-ST.DWO'Ll TBM#90 - - -2a \ .:.. _��_ -- _ - - FN0 5/6°REBAR _ -: _ I I -..... ® o a > / \ ,,%; _ ELEV=2533.273 _ _ -----_. /�'. LL �s CL x: ........... .. t� FUTURE -: '. . �- - �. ----,r- � . L-� - (1�� SCALE IN FEET FN � d� 't . .-... d L PHASE 2 \\ `` o -- 1 + + 20+86.36 to `1_ ^p• to >.of c « c A c to 9 a g,a / P}J T V� I I �•� "_ -Tf-4 ..<'tr -_•_a._ .. � `l/� r' @ ! .......................................................... FHAS ` •0y` oi+ to t m 2 0 o LL 4' oa E to � C �cpotn.cu t _ 5 - - -® C I p O to ` ff, - - ----- ' -' STREET KEYNOTE ITEM LIST > - 29+74.25± 29+74.25± _ i $ `� I I ITEM DESCRIPTION ® s 2529.91± i t 2529.91± < RETAIN AND PROTECT EXISTING SEEPAGE BED a` o MATCH EXISTING ( MATCH BUSTING �0 I " .I -___-- f SC � I B3 63 , • I t I -� R3 t ® a o l N I a ' E o Q s ca B3 �....• ` S 6•� 14 ..•� 2X2 WIDE GRAVEL TEMPORARY EMERGENCY ACCESS ROAD BLOCK 9 '` SEE GRADING SHEET GRD-1 AND GRD-2 FOR ADDITIONAL INFORMATION. o C ma - - - - - �_ _ C} . . .......: .j•.......................... •••• 21+ 1.21 T ISPWC SD-11328 AND INSTALL A SIGN STATING f INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT O 2s 529.98 29 ;_ I Bi THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD STAFF. 2529.98 29+9i.16 � �. � Z. t.ts 2529.E INSTALL TYPE It BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A, PER o �"N I �•'. I 8 � � MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE - ` " >- I I s SIGN TO PROVIDE CANE DETECTION. nlic o- E p c 21 _ 64 ' � s � o to �� 30+02.19 _ II - ' B3 REMOVE AND DISPOSE OF OR RE-USE EXISTING BARRICADE BLOCK f 2530.03 B4 RELOCATE EXISTING BARRICADE TO NEW LOCATION AS SHOWN. v -51 g v 3 \....':. \ C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. Q> o DS DS 13 : : :::� DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. PQ p E BLOCK 8 : :: - - -- - - - - - LIGHT PLAN :::: _ - L2 INSTALL CITY OF MERIDIAN TYPE II STREET �€GHT. SEE SHEET LGT-1 FOR STREET NON ® C2 ..-. \r & Q s I I::: ::::::::::'::'::'::. .......... 201 30+54.57 C2 30+77.52 1® !':::::' :. :+ SC SAWCUT EXISTING PAVEMENT (2 MIN.) FQR GLEAN EDGEa :® ® 2530.35 r.:::.'.:::.... .,. . a p O .- 2530.26 9 ' ,G CONSTRUCT 4 VALLEY G PER ACHD SUPPLEMENT TO ISPWC SD-708. a :: 8 7 22 A 31+14.41 r.:.-:::.. ::::.: .✓ 2530.51 :'::::;:}:. . ...-"�. lAAL 31 00 31+14.41 31+51.39 \ 2530.51 2530.67 I 25 \ •�- 31+29 31+14.41 12 ... . I \ - - - 2530.58 31+54.42 2530.69 it 10+36.50 PC /r: C+�C?..:: ✓7� f ' �" �'�LT 31+57.44PC 2530.70 2530.91 NO �y ®� G 31+51.39 FL=2530.43 FL=2530.64 13+74.40 STREET 1�DVT�sS: �� �• "S��®� .11+00 13+22.20 2530.67 31+ 1.39 11+66.60 12+34.40 13532.20 2532.27 2532.04 /'; ;;:� - � 10+50 �-- 2531.37 2531.64 253220 GRADE BRK � 23 2531.17 2531.92 HIGH POINT 14+07.12 �';::" ' 253187 r 1. MINIMUM 2 ASPHALT CUT LINE. ALL ASPHALT REPAIR MEET ISPWC STANDARD DRAWINGS, SD-301, ,.... : ..." GRADE BR - - K 11 DS � � = ; : q . ,:j: ::; 303 AND SD 806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO o a •. .- VD os : : r USE THE FOLLOWING: COLLECTOR ROADWAYS SHALL BE SP-3, 0.50 INCH 01 MIX, PG 64-28 THREE INCHES ¢®v t e - -► . =' ' 1 I (31 THICK, AS A MINIMUM 4e OF Y4" BASE AND 20" OF 6° MINUS PIT RUN. LOCAL RESIDENTIAL g "°"4 � � w� Z 031+9 . 4 I;� C2 0 3 :: 'r' zo _ JW o - - _ - o W. MIKONX3S ST. ® o r.:. >:::, ROADWAYS AND ALLEYS, SHALL BE SP-3, 0.50 INCH 1727 MIX, PG 58-28 TWO AND A HALF INCHES (2.51 _ N - -� _�,"�' +-+ - o ' AS A MINIMUM WITH 4° OF ° BASE AND 14n OF Sa MINUS PIT RUN. USE WHICHEVER PAVEMENT w " 31+92.94 �� C2 o I THICK, J q 2530.85 FL=2530.65 O X '•: 14+31.14 SECTION IS GREATER, z o - 2531.74 PHASE o Z W z 24 32+30.44 L2 FUTURE 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL �, W m c> LIMITED TO IDAHO POWER CO., INTERMOUNTAIN 2531.01 .. WORK UTIUL kTY COMPANIES INCLUDING BUT NOT Clo z a Z W `- GASE ONE AND CENTURY LINK TELEPHONE w GRADE BRK 10+50 •• • 14+59.81 CO.,C , CAB - 10+36.50PC 2531.17 11+1220 x -._-- __.._.__..-._-- - 11+8220 DS 12+5220 "� 15 532.27 13+74.04 2531.59 .................. 3 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING' •' 2531.07 GRADE BRK 2531.42 2531.11 J2531.99 2532.27 2532.04 I � ...... 2532 ""' FL=2530.80 ... .. _. .. . . UN SHfl � o 3 2531.12 - HIGH POINT GRADE BRK 14+68.65 I. DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE I _ 32+30.44 PC 14+68.65 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY 48'ROW 2531.55 2531.01 2531.55 HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL 4 FL=2530.74 LOW POINT LOUR!POINT CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 33' GRADE BRK ., ................. ..... .. ... co 8, �, 2 ....... ............. 4. PEDESTRIAN RAMPS: CONSTRUCT RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H (REVISED FOR VERTICAL w co 25 CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO � � �t �'• 5 1 2531.73 I . BLOCK 11 I THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' � � � � 00 DS 33 00 4 3 2 1 DS 25�2 PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 00 Li 33+18.94 c2 ! BLOCK 12 5 TAP. 5. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE 0 '? 2531.37 C2 WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER V) EXCEED 2.0 , THERE ARE NO -DS - C2 2531276 "� OLERANCES ALLOWED ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS i e SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EX �• � :' 3 33+42.94 15+57.65 ! Q 2®®io 2531.47 2531.91 (6D sss 'L5�1 DS I 6. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BAGKFIIU.ED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. 26 - Qca 33+42.94 t 3 I PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC z . 2531.66 15+57.65 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 2532.10 W c 33+81.94 15+92.65 7. SEE SHEETS SD-1 AND DT-2 FOR STORM DRAIN DATA AND ELEVATIONS. 0 2531.62 •: Z `. - I 2532.05 i `- i 16+10.15 8. ALL TREE REMOVAL SHALL BE COORDINATED DEVELOPER AND ADJACENT PROPERTY OWNER, IF APPLICABLE. �4` 2532.12 t 00 -- ----- 4 '+00 t O 16+67.65 2532.35 I 6 16+70.15 PC 27 I 16+70.15 PC 2532.36 34+31.94 d 34+31.94 2532.36 2531.83 2531.83 � 38+64.09 PC -2532.09 I FL=2532.0 61 4 GRADE BRK 34+31.94 GRADE BRK 2 2532.62 ©CH NOTES: FL=2532.34 +`� t ° G ET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES FL=2532.35 BADE BRK c; HIGH POINT 1. ALL TREES MUST BE OFFS is 35+26.19 37+18.39 37+88.39 39+37.09 PC 40+49.59 m 36+48.39 2533.15 2532.92 2533.37 ®� 34+37.33 v 2532.32 35+78.39 2532.87 38+56.19 I � � _ '✓J GRADE BRK 2532.54 DS 2532.85 HIGH POINT Q 2532.5s �'o. FL='532.65 DS B2 END CDNSTR. 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITY AND SHALL z 2531.86 • oo LOW POINT '-a .a` 2 2i M DRAIN FACILITY. LOCATION OF MAILBOX .: .•-,,::;.;: . :.'.:. . :.. , .. °.:. : m77777- �533_:....... CLUSTERS SMALL,MAINTENANCE TO ACHD.R IIr-� €� LLJ 12CL S 2532.04 h C, C2 W. STAVROS ST. o - o + L2 LU 28ujVL �---- - _+ ' `•' - -of - _ C2 g W. STAVROS ST. H r j Ij L2 - - - _ _-.. ___ ____ _ _ _ 4 _ _ �► cr ' �- C2 '�' 17+06.65 C2 0 g1 Z Z BLOCK 8STRUCTURAL FILL NOTES: 0 0=4 ..: .;A. V� 35+as.85 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP .■ +09.85 .. :, -- - - -- - EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI 35+26.19 a 2532.32 35+59.56 DS �36+34.56 37+09.56 37+18.39 ;� 37+84.56 38+56.19 �38+59.56 39+34.56 DS- <y40+09.56 B2 40+49.59 GEOTECHNICAL ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 2532.46 2532.79 2533.11 V2533.15 2532.88 2532.59 2532.60 2532.91 2533.37 AND ADDENDUM NUMBER 1 DATED JULY 19, 2019. COMPACTION TESTING AND INSPECTION GRADE BRK HIGH POINT LOW POINT 2533.21 END CONSTR. SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH F- INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING CD DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS e-- Z �� I AS TESTS ARE PERFORMED. ® O 2. CONTRACTOR SHALL EXCAVATE EXISTING DITCHES AS NEEDED TO REMOVE ALL N 29 UNCOMPAGTED AND UNSUITABLE MATERIALS SO STRUCTURAL FILL CAN BE PLACED. 0 p �} g-�� { CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING LAB VERIFY THAT ALL co ® SCALE 1"=40' 30 31 32 33 FUTUII E PHASE UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF p 34 35 36 THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR E DWG.DATE 03/31/2021 GE SHALL FELL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE MTI OTECHNICAL BLOCKS I ENGINEERING REPORT FOR AEGEAN SUBDIVISION DATED OCTOBER 26, 2017 AND ADDENDUM -, > PROJ. NO. 210306 NUMBER 1 DATED JULY 19, 2019. ® 0 SKEET 6 OF 16 ...... 53 .. :::. ..- LI.�.---- - ........... ST-2 .....-.. llllm� 'MIND ................. X ......... § .......... - . .. - - .ww� '05 130 ..:............ .a . .... 0 0 0 1 LL Z SHEETS/2i030B-ST.DVG