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CC - Grading Plan and Detail Q O U MENEM M N c O N � V W � ■� Z � Z Z M= a SITE GRADING N 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. W Z U) 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR TOP OF FILL W `4 SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A W w TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. FILL SLOPE Z MENEM 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SITE cc Q0 CONSULTING, LLC DATED 06/05/2014. W < o J U) — 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. rn J 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, w C� w 2:1 MAX NATURAL SLOPE STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED QH SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. FILL SOILS - ON SITE MATERIAL AS APPROVED 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE Of BY GEOTECHNICAL ENGINEER S�pNAL FN Al THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. 0 0��,C) STFR� 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL LO �� 03/11/2022� REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL z 1 `5 REMOVE UNSUITABLE 17882 LLJ 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL O MATERIAL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE Al THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS O BENCH HEIGHTS SHALL TF OF �� Q) OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. mt NOT EXCEED 5 FEET F��N S. CAP\ 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING H/5 OR 2' MIN CHECKED BY: STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. KEY MUST BE PROVIDED PER IBC STRUCTURAL FILL PLACEMENT DAVID A. BAILEY P.E. 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES J107.3 IF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 8c J108.1 DRAWN BY: SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. VERTICAL FEET. NOT TO SCALE 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER Al THE GEOTECHNICAL ENGINEER. N c� 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE z REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. a 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. CL o = CL NOTES: 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS a CL APPROVED WITH THE JUMP CREEK SUBDIVISION DEVELOPMENT. w _ N N N REAR LOT LINE 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A THIS IS NOT A STRUCTURAL N o 6" DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF DETAIL AND IS SHOWN FOR MIN OR MAX w U N CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS GRADING PURPOSES ONLY. TOP OF WALL N o N —...—...—...—... REAR LOT LINE GREATER). MIN TOP OF STEM WALL IS BASED ON II SECTION R401.3. > N i w O O r� 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. z SLOPE VARIES 6" MIN 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE 8" RECOMMENDED FG STRUCTURE. W • I 1% MIN. 5. THE HOMEBUILDER SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS SET FORTH? FOR THE SUBDIVISION IN THE 'RECOMMENDATIONS FOR HOMEBUILDERS' REPORT BY BOTTOM OF FOOTING MIN U SITE CONSULTING IDATED NOVEMBER 2014. OR MAX ELEVATION CAN 24 (n BE CALCULATED BY TOP 5% MIN. I 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. OF WALL SUBTRACT 30" Z b� b� Z I Z o 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF 0 — V M . M MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON MIDOF POINT REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. $ Z 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR n COMPACTION: I? z I I 9. FUTURE PHASE CALCULATIONS PROVIDED FOR DEVELOPER REFERENCE ONLY TYPICAL FOOTING ELEVATION DETAIL Z b� b� NOT TO SCALE 0 Z GRADING NOTES AND VOLUMES — W JUMP CREEK SUBDIVISION NO. 6 AND 7 P L V � SIDEWALK SIDEWALK / — 1 STRIP VOLUME 4" = t8,862 cy CUT � 10' > n CURB & ROAD EXCAVATION TO SUBGRADE Z CURB & STREET STREET CUT TO SUBGRADE= t3,690 cyLLJ GUTTER GUTTER FILL TO SUBGRADE = ±952 cy w 2'� -6' I 2' NET t2,738 cy CUT Q 0 TYPE 'A' LOT TYPE 'B' LOT = � 9 NET EXCAVATE UTILITIES = ±910 cy CUT 99 DRAINAGE DETAIL DRAINAGE DETAIL — J NOT TO SCALE NOT TO SCALE CUT/FILL TO FINAL GRADE ON LOTS FROM STRIPPED SURFACE CUT TO FG = t1,783 cy �/� ) FILL TO I = ±25,473 cy NET = ±23,690 cy FILL BACKYARD SWALE NET IMPORT = ±11,180 cy FILL TYPICAL SECTION W ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE NOT TO SCALE MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. 0 W U (� 0 � J Plans Are Accepted For Public Street Construction DATE: by stamping and signing the improvement plans, the Registered 02-25-2021 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2013-024 ly and previously approved by the District in writing. Acceptance -SHEET of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: lA3 ADA COUNTY HIGHWAY DISTRICT ,4 C� Q M 1 o � QO A LEGEND 0 N 0 vC 0 T L-..._ . w `°PROPERTY LINE ..._..._ ._. _..._.,_..._.. SPOT ELEVATION � Z II •10.0 TBC BUILDING SETBACKS TOP BACK OF CURB G� L -- Z -� - ---- --- 38.5 i 2 EG 38.9 FG " TBC 38.3`<. 17 ; - - LOT SCALE (0.59a MIN) EXISTING GRADE AT LOT g [ ] 38 00 F i TBC "` I 2570. 38.9 EG I 38.70 FG 38.70 FG ' CURB AND GUTTER 2572.0 MIN MIN TOP OF STEM WALL ■� a II al A 2537.E EG I :` i I _ 2573.1 MAX MAX TOP OF STEM WALL - N 0 2 38.60 FG ":.' 38 4 � _ _ _ _ _ 2�0o EXISTING CONTOURS 2570.5 DG LOT PAD DESIGN ELEVATION W Z W l I 0 `1 MIN , TBC I '.38.4 i MIN 25411.�3 MAX TBC 2700-- FINISHED GRADE CONTOURS - DIRECTION OF SHEET FLOW LVco L�-. j W w I� A OR B LOT TYPE Z W O O ■_ _ 36.25 FG • 38.53 FG \'� :;.:;: 38,3 EDGE OF PAVEMENT *: TBC CQ [38.7 EG]I 38.7 i I 38.54 FG 38.50 FG `'38.3 38.3 00 W Q I 38.50 FG TBC TBC l r 2537.4 EG , � � o I � � I � A W J - 0 0 n 2539.6 MIN , NOTE: CONTRACTOR SHALL DELIVER � w I 2541.1 MAX I 38.50FG 38.34FG 3 .15+�00 ; DEPICTED GRADING PLAN TO DEVELOPER . 38.4 FG s I � 38.34 FG ;:::: C I Z <;;: [38.4 EG] j 2540.6 MIN I• _ �QNAL F 2540.9 MAXASS \S T O i I �4 rn ►f) ' _ ___ _'____ _ Q� 03/11/2022� - ___ _____ _ _ - - 2537.4 EG N I' 38.1 FG 3.9 FG - e ----- 2 38 2 FIG • 39.3 FG 39.5 FG 40.7 FG 40.8 FG 40.8 FIG II 39.8 FG 40.0 FG 38.13 FG 37,9 [38.5 EG]•9 EG] [39.3 EG] [39.5 EG] 39.8 EG 40.0 EG 41.1 FG s 40.7 FG [40.7 EG] [40.8 EG] 40.8 EG i pso e N 38.5 FG TBC -------- --- [ ] [ ] [41.1 EG] [40.7 EG] [ ] - 40.6 FG4 [38.5 EG 38.13 FG ]; - M -- ---- ---- ------ - ------ ----- ---- ------ ---- [40�6 EG] -=40.5= - - is j �q�F OF C9 2539.2 MIN IC7 "` F 40.5 14 FV�N RP\ :a LA I: 1 ;: - - - B 2540.7 MAX M N o TBC TBC S. C 42.04 F(�F � 40.70 FG .70 i 40.70 FG i I 1 CHECKED BY: - 5 38.7 38.91 �G 39.3E FG 39.58 FG LL Dli/� l 9 41.50 FG 0 l 39.13 FG 40FG 7.4 EG I< f I: ""Y M" M \' 40.98 FG 41.25 FG v i DAVID A. BAILEY P.E. O FU TU R E JUMP DRAWN BY: s 2538.7 EG 253 .8 EG 2539.1 EG 2539.3 EG 2539.5 EG 40.00 FG 2540.5 EG ., �, B 2540.5 EG 2540.8 EG Qi 2540.8 EG 2540.7 EG 1 2542.0 MIN _�.�% (_ BD 37.s2 FG 37.7 a is 1s 20 21 g 22 23 24�� �;�� - .... CREEK SUBDIVISION 38.E FG 37. 2 FG TBC +� B B 0 B 0 B 25 :::.::; �6 27 B 28 2543.5 MAX 38.E EG I s 2540.0 MIN 25 .3 MIN 2540.5 MIN 2540.7 MIN 2540.9 MIN 2541.2 MIN � '' .1 © 29 B 30 g 31 A 2541.5 MAX 25 .8 MAX 25¢ ,MIN 2541.8 MIN 2542.1 MIN 2542.4 MIN 0 i 46.7 O [ ]' ! - 2539.0 MIN �j 2542.0 MAX 2542.2 MAX 2542.4 MAX 2542.? MAX 2540.5 MAX 2543.3 MAX © -...- -...� 2539.8 EG , TBC I ti ' • • 40.50 FG MAX 2543.9 MAX 2542.E MIN i 40.89 FG 40.89 FG I 2544.1 MAX f . ,r., 6 37.80 FG .98 FG 0 1 2? i:; l' 38.70 FG 38.91 F 39.13 FG 40.00 FGv 41 01 FG 37.E 3 39.3E FG 39.58 FG 39.80 FG \\\\ '�"� _ 1.01 FG 40 37.80 FG TB 40.20 FG 41.25 FG 41.50 FGJ a 40.8 40.8 4 z 2537.3 EG - BC _ 40.44 FG TBC TBC 5 - I 2 ., 4 ,, i f7.9 38.1 2540.7 EG 38.7...............::::::.:::::::::::::.......... 9.0...............:::.:::::::::::::::::::.::... r f 38.E FG TBC 39.6........................ i o 40.2:":::::. 38.E EG 38-�5 38-A5�� --, w TBC ,................... �:K'5:�.�.:::::::::>>":"::::::::40.5";:"::"::"::"::"::"::"::"::":;:;;:;::::.::":;;::::::;":;": �"�:.:::::::... ......................::.:: 2542.3 MIN w w TBC_ _ w� w B w B CST �� ii a w �- 9 T C - w TBC_w �_T -w w- w w w TB 2543 8 MAX y� C TB BC , g _ 4� \ I � I 2539.8 MIN I tij j `L IIII 111,t:� � 0 2 3\\ o O lul o� ��\ i�IIII __ -_ �' 1.0 2541.3 MAX C T C I 2S 00 1------- ---------- 1 ec z 5O IIII 25 O�, \\��;� `� O 4- s s +�- -�- -- -- _ O III _ _ _ O ��� _ - ---_ Ili K3 } - II -5 �-}� - � - - - - u L _ _ 41.13 FG 41.13 FG• O =� W. APGAR iii �- a o s 38.5 i 38.7 39.0 2537.4 EG s � � _ - - \A I9 IIII 8, ' 39.E - \' W. �1�o�T. m. i 2542 5 MIN v 1 r 1 J TBC _.._......... ......................... 2 c� - .......................................TBC ...... _....................... ..:::::: _. .. 40.5. 40.8� i 41.1 - - c� C.........................................:::::::TBC_. 39.4:............................... :::::::...............................:::::.: ... .. 4 X 38.6E FG _ TBC.................................. 4fi @- 2544.0 MA a a 4 I TBC C.�..:.::::::............................TBC..:::::::�.................... .»............�.� ................... �-- --- ---------------- - 38.5 TBC. .::::::::. "a................... TBC:"::"::"::"::"::.;::: ::.:::::::;;;:::::":::::•::: TBC .. i �, cn .....:.TBC � ....................TBC ........................................:.: 2540.8 EG 0 38.6E FG Io 38.6 FIG a 38 5 TBC +�00 38.5 °o N .� 0 N 39.41 FG o`o =_= i 4.3% 38.6 EG 6-- - ---------------- - - TBC \ 38.70 FG 38.92 F 39.17 FG o --- O II N o [ ] 38�7( F B 38.70 FG TBC 39.65 FG 39.89 FG 4 1.2 r 40.44 FG 40.7�fG \ 41.2 f41.32 FG ;� LJ Q N 0 2540.1 MIN _----�. o I BC TBC �/1 N 2541.E MAX 41.32 FG 0.10 FG ,• a 2 38.2 EG 40.20 FG 4f b0 F� 41.30 FG i� 41.2 W o PO 39.00 FG f1 2538.0 EG 2538.4 EG 2538.6 EG 2538.8 EG 41.5o FG - � _ TBC o 2540.0 MIN 2539.1 EG 41.37 FG z s 38.8 2 40.3 MIN _ I � 3�b0 FG � ��... � � : �� � 2540.5 MIN 2540.7 MIN 2540.9 MIN �� ;;\` � � 41.37 FG """ s TBC f 2541.5 MAX 2 41.8 MAX 2542.0 MAX 2542.2 MAX 2541.2 IN 2541.5 MIN 2541.8 MIN 2542.1� MIN 42: ,MIN 2542.E MIN Z '' • 2537.2 EG .::,. .;..;. 254ill MAX _ .a� :::: ::::::.::::::. ---- - 38.94 FG i8.8 �� 2543.6\TMAX2 ,9X 2544.1 MAX I'T1 f © © © © ss © 2542.? MAX 2539.4 E6 © 2539.5 EGX 1 25 ,E 0 --------------- --- 2538.7G 2542.? MIN �zs 38.E FG _+---- - --- ---- TBC 13 12 11 10 © 2542.2 EG 2544.2 MAX 7 (n • [38.6 EG]', a 38.94 FG B Z _ 0 0 © OrL 2541 0 EG O v+ 2540.1 MIN � �• FUTURE JUMP 2541.E MAX 38.7o FG U A 38.92 FG 39.17 FG 39.41 FG 39.55 FG 39 i 41.61 FG 41.E FG CREEK SUBDIVISION . 40.10 FG 40.20 FG 40.44 FG 40.7 41.30 FG 41.50 FG ... `� " 41.00 FG 1.4 41.4 i • TBC TBC lf) 40.00 FG �� � • 2537.1 EG 3 36 FG 39.80 FG 40.20 FG 40.40 FG 40.60 FG 41 41.50 FG 2541 2 EG a �i • I f ::::: �� 40.90 FG y\ I i 138.74 FG �: 38.E l �-77 C - 38.6 FG �- - ------ ---- - - TBC N 1 41.90 F� [38.6 EG] 3�. 4 P 41.90 FG 42.20 FG TBC 41.E Z 2539.9 MIN BL \ i TBC 2543.0 MIN I� 2541.4 MAX I j 38.10 FG 38.31 FG 38.5 .76 FG 38.98 FG „ - i 2544.5 MAX r 4 \\ A I � � r� 39.20 FG I 40 6a FG ' 41. 5 FG 'I 1"2" JJ 9.50 FG ,�� , , i 41.85 FG I: 39.40 FG 40.00 FG i J\ • 2536:$s�G © 15 B 16 B B 39.74 FG 40.21 FG 41 �G \ a i 41.7 it Z _ L+I ---- ----------- 0 O O 0 17 O 18 © 19 B 21 B 22 i TBC v lit 0 20 7 0 0 0 z 38.bb G- 38.4 ,lj 2539.5 MIN 2539.7 MIN 2539.9 MIN 2540.1 MIN © 23 © 24 © 25 / TBC 41.90 FG �• 41. 0 F 38.6 FG ---- ------- TBC - N 2540.3 MIN 2540.5 MIN :::: 2540.8 MIN 2541.1 MIN 2543.2 MIN a -r 2541.0 MAX 2541.2 MAX 2541.4 MAX 2541.5 MIN 2542.3 MIN 2543.2 MIN 2544.7 MAX ' [38.6 EG] II 38.55 FG # 2541.E MAX 2541.8 MAX 2542.0 MAX 2542.3 MAX 2542.E MAX III II 38.50 FGI. 38.3 2537.4 EG 2537.E EG 2543.0 MAX 2543.8 MAX 2544.7 MAX 0 I: • 2537.8 EG 2538.1 EG 2538.3 EG 2538.5 EG 2538.7 EG 2538.9 EG 2539.2 EG O i I i BC 38• I � r � 2539.5 EG 2539.4 EG 38.50 FG � I I , TBC j < . I ILl 2536.9 E 7 x.. I � 13 38.10 FG 38.31 FG 38.53 FG • • • 2541.3 EG �I II II B 38.7E FG 38.98 FG 39.20 FG 39.40 FG • • \ \i\\ m` r O ; 4 39.74 FG 40.00 FG 40.21 FG 40.41 FG 40.60 FG1.9, 4 .9 ;� it 39.50 FG TBC 42.10 FG 2539.7 MIN T I I x v 2541.2 MAX 38.2....,... 38.6 38.8 >;;;. .. I� L ___ TBC 39.0 39.5................. \ + - ------------- -- CQ w -w -• w f TBC � TBC w TB C�` TBC ,. 41.0;";:";:"::";:":;":;:::;":;":;:;;;::"::"::"::::::";:":a:, 9;.:;::i4 � i -9_ w w TBC � �� 38.10 FG 37.9 TBC w . w -w�-. -w w TBC w B w w gC- - - - TC 2 38.E FG - TBC °p �, o o �s o - w- -T -w _ - 5�`� - ---- W. RI VA 9 TBC TBC 2 r - ,":. :; A CAP \\ �\ \ \ 38.30-FG ..... v� _ _ _ O S T. 5 0 w_ _ _ _ 0 8 0 2 IIII � � ti [38.6 EG] �� -f - - - - - o h -� - - - - - loi O � �h /�� IIII CC � �BFi �......... v:.�:.. 2539.2 MIN ::\ ov s �- s s s o s s s t� lilt --�- -tl-- - - _ 7 ST. ��I .�,_o - _ 64 �c, -�, ,�� _ 1:: TBC 53 s �� 4 Z� a - 2540.7 MAX 7.7 8 i �w � � `. IIII � � i // IIII 2 PI 37 9 37.9 I17 s 38.4 u u a - lul { s v 38.E - ����� 38.8 2536.8 EG „ � .................................... 39.0 2 ;, T �:::: 39.3 39.5� � Is 37.�...... :�. �::::::::::::::::::: �. � IIII��TB TBC.................::::::�:................... I v .......... TBC ::::��::::::::::::::.�::..... :::::::............................ ... ........... 39.7 2 ���� �, � ............... 40.9�� TBC::::::::::::::::................................TBC:::::. :::::.::::�.........:::::::::::::::: ........................................... 41.7 TBC:::::::::::::::::::::::::::::::::: .26 TBC ..�...• TBC::::::::::::::::::::::::::::::::::::::::::: TBC................... � �::�::�::�:::�;:�:;�:;�::�:;�:;�: �. .:::::::::::::. ..........�.�:.. -- ,......::::.�:::::::::.TBC::......:::::::::::v:.::::�::::.:�:.:. . BC.........:::.�::::........................� :.. ...... _..... ..... �u3t 6 ..........: TBC - c " �......... TBC- ::::::::::�:::::::::::::�::....TBC 7.90 FG �.. TBC �;:lllllr;;:::: --, r-- ------------ ------------- Y 38.10 -- ---------------� �- -----------� 41G r--------------- ..... __ -- -------- --- --- i� r 38.14 FG 38.5E FGI 38.78 FGI r------------- ----- ---- 1------ - ___ ---42.25 F - - ----- ' 38.99 FG i r----------- , � r------ ----- 32� A I 39.21 FG � ' I F� ' r------ -� � - 39.71 FG 39.94 FGI 40.1E 40,39 F(a 42.40 �. I I 40.60 FG v \ I ' I r 1 ' 37.80 FG _42.00 FG W 38.35 FG , __......, i - , - _ o 39.40 FG 39.50 FG i 2540.3 MIN y,, , r 2540.1 MIN i 2540.2 EG 2543.8 MIN 2539.2 MIN 2539.4 MIN 2539.7 MIN 2539.9 MIN 2540.5 MIN 2540.8 MIN , I 0 2540.9 MAX 2541.8 MAX 2542.3 MAX 2541.0 MIN 2 41.5 MIN i B 2543.5 MIN 2545.3 MAX , j 2540.7 MAX j 2541.2 MAX 2541.4 MAX 2541.6 MAX 2542.0 MAX'-- 2642.2 MIN 2543.0 MIN - • O - W ',-,,2536.9 2537.5 EG 2542.5 MAX 2 43.0 MAX 2543.7 MAX i 2545.0 MAX540.6 EG li ' 2536.9 EG I 2536.9 EG I EG I 2537.1 EG ' 2537.3 EG ' I 2537.7 EG 2538.0 EG I � , 12544.5 MAX , � i \ a 371 A FG • �21 22', '? 15 • 6 B 8 0 \' © 23 24 O 9 O' 29 42.40 FG 2538.1 EG 7 28' B A 37.80 FG ��/� 538.4 EG 2539.4 EG 2539.5 EG i i FUTURE JUMP l - M • 38.78 FG �i I i r In • • • 39.40 FG 39.50 FG • 39.94 FGI • 40.16 FGI % 40.39 FGI 40.60 FG / j 42.25 42.19 FG 42.00 FG h� !N CREEK SUBDIVISION 38.10 FG 38.14 FG 38.35 FG 38.5E FG � /Q/�/F ..... BL I \ Gi:.i:. U a I r\ I I I 39.21 FG � � � � v � � � � I I I I I I I � I - 2� 39 71 FGI \ 38.4 Fu L..-. . - ... .. ..-._- .� ---- ----- a--- --� u--------- �43.20 FG .38.4 EG] ;r' 2536- -.. ---- i' I -� 41.51 FG % __---_- y -.. 253 P __J L------------ J L-------------i L----------� J ---------- -----41.9'f J === - c P P 5 FG 40.02 FG 40.15 FG 40.21 FG 2 40.2 0 FG 40.39 FG 40.44 FG 40.18 FIG 40,69 FG - - P9.-_- P - 39.9 � � � O 39.77 FG o o P P P PAP P o P 43.50 FG 00 FG I - P� P� �41.12 FG o� �R % IR� �R 40 0 20 40 80 30.48 FG 39.65 FIG O 39.94 FG i sa / i R�RES �R 0 I 39.72 FG 39.85 FG 39.91 40.18 FG i 4 F 4 .14 G N I : 0 00 G � I 40.09 FG I 1:;i3 40.39 FG 40.60 FG - - m.... 2 FG 41.21 FG � I 4 . SCALE IN FEET ,. ,....:::...... ......... .:...:..:...:..:...........:...:....:...... 41.62 FG 41.95 F .......... a::::...................................................................... -- ---- -- --- TEL -TEL_ TEL --_-��--- - ----------- ---------- - - - - - - - - - - - - - - - - - - - " L 1Ei TEL TEL TEL TEL `-------- TEL-----------TEL ---TEL - `__-_---- ------� ---- TEL TEL TEL _ �AII4�dbf ----- "_---�_ ----------------------�-_---_--_-_--~--_--_---_--_------_�-�-_--_-�� + rt ------- -- ------------------------------------------ -- -- --- ----- ------------ EP EP EP _ EP E� ___W p----- -EP------- EP EP EP EP EP EP EP EP EP EP EP EP EPA=--- EP EP EP FP ---------EP �- EP -- - - - ---- - ---------- -EP EP EP Plans Are Accepted For Public WW WW W W WW WW wW �, __- - - ,- W WWW W W W WW W-- WW- _------ _ MCM-IL�AN ROAD O O o o Street Construction DATE: --2539 0 �+ ___------ PEP P EP EP co 7+00 00 O -JI �Mf-��-�- 4- _ u u - - _ EP EP EP ----EP_---------EP---------------------- _ __ 254 ��- �f�4 ��� ___________________ ____________ EP EP-____ _----- �- Ep= __ EP E� __-__�- El-- �p EREP�� �EP`� Engineer ensures^the y�D strict that Nthe cplans conform to all District ---------- ---------------------------------------------------- ___ ______- , ,, , < _ __ EP � ---___ policies and standards. Variances or waivers must be specifical- C2013-024 -- ------ oP o OP -------- _______^� ------ __ oP o� oP _ - - oP OP-op oP s not relieve the oP oP oP oP OP -_ OE- op _-------OP-----_-____OP _______-- `vP- OP-OP oP �P\\ P- OP ' op-oP ------ _ -- ------------------- --- ly and previously ap roved by the District in writing. Acceptance ap SHEET ---- I __------ __ of the improvement plans by the District doe ' 1 Registered Engineer of these responsibilities. nl ------------ ------------------- __-- - BY DATE: ADA COUNTY HIGHWAY DISTRICT 3o3