5816 25TH AVE W 2022 Plans 2025-06-25

HORIZONTAL WIRES VERTICAL WIRESlJ� (sx 00.2ar) (63x 00.192") PO.Cl..r�r. [?„CJ�O 9�0�,(J�Or� ID 9�0 O�O O� Nm�o W(MIN.) SIERRASCAPE 18'(MIN.) _ 01 �[ 460 O O LOCKING TAIL STRUT V b e LOCKING TAIL )SEE NOTESCINAND 2) OO O�O G UNIT -[\ STRUT BEND HORIZONTAL WIRES ON �O�pO ��D4V \REINFILRCED-, (O Rjv (SEE DETAIL) VERTICAL LEG OF SIERRASCAPE SEE NOTE 2 1�_0n0 D�OO ��n OO\ 1 ^' &c 150' 0 SARUNIAXIAL FACING UNIT _LIDO p0�O�OL �6'(MIN.) - .LL-J16 00.24"ELECTROPLATED I 1 GEOGRID CUT INNER HORIZONTAL WIRE AT K7O" �p pp p U DRBIAXIAL ! �^ Dhoti O 40T0" WIRE I EDGES OF THE VERTICAL LEGS OF - V- 1(TYP)� O18.00 M.) I SIERRASCAPE FACING UNIT O _rl_O O�vn_ L 6'(TYP.) U U) Q �JDO p`' � VMIN.-Z'MAX.FACE STONE(SEE NOTE 3) BX1120 1 O O[� Q i o 20.138"LENGTH SUPPORT STRUT 11 LOCKING I FROM FACE OF WALL O �-V�F�k"� AASHTO M288 CLASS 3 GEOTEXTILE m p N I^ �I (SEE NOTES 3) �p0 ��O O�(��7" (MEASURE INSIDE HOOK TO INSIDE HOOK) 1\\ TNL STRUT/ DO O`tTD TENSARUNIACCORDBIAXIAL m E LOCKING TAIL SUPPORT STRUT DETAIL 6.00• o 00 �O O WITH ELEVATION IN ACCORDANCE //�� (n `.\` CUT HORIZONTAL WIRES ALONG - n^�^n^ Or� cvR�(�O(�_ WITH ELEVATION VIEW 1I / FACING UNIT(SEE OTTOM LE OF SIERRASCAPE (MIN.) LOCKING TAIL STRUT 'UCIDOV OpV -vO UJ ie! E E 10"MIN. `YT" cV CONNECTION LOOP DETAIL �� REINFORCED 18.00'(TYP) HORIZONTAL WIRE I ` a� FILL 1 (PULLLS ECTION /a0^(TYP)� CONNECTION) OUT OF COECTION) �~ / (1 X 00.243') 6'(MIN.) NOTES 24"(MIN.) : SECTION A-A SEE NOTE2� _ 1. SEE SIERRASCAPE FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS. � t7 SIERRASCAPE BASKET 6"(TYP.) 2. OFFSET AS NEEDED TO ACHIEVE OVERALL BATTER AS SHOWN IN THE m i4 SUPPORT STRUTS SIERRASCAPE T MIN.-4-MAX.FACE STONE CROSS-SECTIONS. _ C-C MAX.(AS REQUIRED) FACING UNIT o�� Q 3 E (SEE NO TES 1AND 2) AASHTO M288 CLASS 3GEOTE%TILE 3. BX1120 FACE BACKING(24"MINIMUM WIDTH)IS REQUIRED FOR AASHTO M43 No.3 -N 8 NOTE. 7 FACE STONE(1"TO 2').SX1120 FACE BACKING IS NOT REQUIRED FOR STANDARD - TENSARUNIAXIALORBIAXIAL FACE STONE FILL 2 T04" c m o 1.8"(NP.) �GEOGRIDINACCORDANCE (" )' yew 1. SEE SIERRASCAPE FACING UNIT DETAIL FOR FACING MATERIALS AND DIMENSIONS. �_ WITH ELEVATION VIEW mY?m 2.4'OVERLAP _ ALTERNATIVE SIERRASCAPE FACING DETAIL Imo[/L_ HORIZONTAL WIRE 2. CUT BOTTOM L G&LOWUNCUTLE TOOVERLA WHENTION OOPSTOSECONDHORIZONTALWIRE ZI ('I-•Z'STONE FACE FILL) EXTENSIONS ALLOW UNCUT LEG TO OVERLAP WHEN BENDING.SECURE WITH HOG WIRE OR ZIP TIE. NOT TO SCALE SIERRASCAPE OUTSIDE CORNER UNIT SIERRASCAPE CONNECTION LOCKING TAIL STRUT NOT TO SCALE (PULL SLACK OUT OF CONNECTION) (SEE DETAIL) 4T(MIN)TOP AND BOTTOM FRONT FACE OF WALL NOTES: CUT INNER HORIZONTAL WIRE 4 8 1. SEE SIERRASCAPE FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS. BX1120 GEOGRID WRAP(TYP.) BETWEENVERTICAL LEGOF 2, OFFSET AS NEEDED TO ACHIEVE OVERALL BATTER AS SHOWN IN THE LOOPD NECTION \ SIERRASCAPE FACING UNIT CROSS-SECTIONS. - LOOP DETAIL 10'(MIN.) , LOCKING TNL STRUT SEE 24"(MIN) 24'(MIN.) 3. OPTIONALCHTHIN LAYER(VDEALEELSU STONE(tl4"-1')UNITMAYBEABLACEDAT THE TOP OF EACH UNIT TO PROVIOEALEVEL SURFACE FOR THE UNIT ABOVE. \� �REINFORCED� FILL O NOTES: SIERRASCAPE STONE FACING DETAIL -+6•(MIN) S�oNnt I NOT TO SCALE SEE NOTE2� _ -- - 1. ALL FACING UNITS SHHLL BE GALVANIZED PER ASTM A123 AFTER BENDING - - cl P.) 2. OV CONSTRUCTION LENGTH OF WIRE 9F 3A'S IS WITH'-fi tlVERL PPIEFFECTIVE SIERRASCAPE CONSTRUCTION WIDTH IS 9'-3fi'WITH Z4"OVERLAPPINGAT ENDS. FACING UNIT .J TMIN.-4'MAX.FACE STONE (SEE NOTES NO 2) 7 v` AASHTO M208 CLASS 3 GEOTEXTILE TENSAR UNIAXIAL OR BAK AL GEO RID IN DURING INSTALLATION BUTT VERTICAL WIRE - - WITH ELEVATION ION VIE MICE OF ADJACENT FACING UNITS TO PROVIDE - - - - - - - - - -_- - WITH ELEVATION VIEW A 2.4'(ONE END ONLY) I- 2A'OVERLAP OF HORIZONTAL WIRES �l SULLSI_AKX CONNECTION (PULL SLACK OUT OF CONNECTION) NOTES: 1. SEE SIERRASCAPE FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS. BEND HORIZONTAL WIRES AT SHOWN LOCATIONS BETWEEN VERTICAL LEGS OF SIERRASCAPE FACING UNIT 2. OFFSET AS NEEDED TO ACHIEVE OVERALL BATTER AS SHOWN IN THE -� A CUT HORIZONTAL WIRES ON BOTTOM CROSS-SECTIONS.1.8(T") LEG OF SIERRASCAPE FACING UNIT 9'M CENTER (63WIRES) 3. OPTI FEACHTHIN LAYER(2'MIN.)OFFINER STONE(1l4"-1')MAYBE PLACED AT THE DIMENSION MEASURED FROM CENTER TO CENTER OF OUTSIDE WIRES TOP OF EACH UNITTO PROVIDE q LEVEL SURFACE FOR THE UNIT ABOVE. SIERRASCAPE STONE WITH BIAXIAL NOTE:SEE SIERRASCAPE FACING UNIT DETAIL FOR FACING MATERIALS AND DIMENSIONS ELEVATION VIEW GEOGRID WRAP FACING DETAIL NOT TO SCALE w LJJ z SIERRASCAPE FACING UNIT SIERRASCAPE INSIDE CORNER UNIT 0 U NOT TO SCALE NOT TO SCALE J p z A GEOGRID ROLL WIDTH GEOGRID ROLL WIDTH < ;^ = � 0� Q LU Z HANDRNL OR FENCE POST LL W (DESIGNED BY OTHERS) 38'(MIN.) cl 4) W W OP MSE V STRUCTURE Y (n 03 �� W OFFSET VARIES TOP OF WALL < / (n OFFSET VARIES TOP OF 3STRUCTURE SEEGEOGRID LJ_ SEE OFFSET VARI (SEE NOTE 3) \ CONCRETE INFILL PLACEMENT DETAIL N ( ) - ° (DESIGNED BY OTHERS) (� TOP OF MSE STRUCTURE SLOPED FILL ATNPICAL � 24" f,. ,, ui SEE NOTE GRADECHANGES //'� TENSAR UNIAXIAL STRUCTURAL GEOGRID O SUPPORT STRUT SIERRASCAPE FACING UNIT W 24'(MIN) SIERRASCAPE FACING UNIT NESTED (SEE NOTE 1) PLAN VIEW O I SIERRASCAPE UNIT v INSTALL FACING MATERIALS (SEE NESTED /--- SEE SIERRASCAPE AND WRAPS N ACCORDANCE BASKETDETAIL) OUTSIDE CORNER UNIT \ LL1<J WITH FACING DETAIL DETAIL(SEE NOTE 2) \� _ LOCKING TAIL STRUT NOTES: REINFORCED\ {� FILL 1 //'H: 1. SEE SIERRASCAPE FACING UNIT DETAIL FOR FACING NOTES: MATERIALS AND DIMENSIONS. m 1. SEE SIERRASCAPE FACING DETAIL FOR FACING MATERIALS AND SIERRASCAPE FACING UNIT I 2, TWO ROLLS OF UNIAXIAL GEOGRID SHALL BE PLACED ON 0 DIMENSIONS. 1 EACH SIERRASCAPE FACING UNIT WITH TWO GEOGRID 2. OFFSET AS NEEDED TO ACHIEVE OVERALL BATTER AS SHOWN IN THE FRONT FACE OF MSE STRUCTURE SIERRASCAPE FACING UNIT RIBS BETWEEN EACH PAIR OF WIRE CONNECTION LOOPS. N CROSS-SECTIONS. NOTES: NOTES: 3. DURING INSTALLATION BUTT VERTICAL WIRE OF (n ADJACENT FACING UNITS TO PROVIDE 2.4"OVERLAP OF CUT TURFS BETWEEN BAR AT 3. UNIT BELOW SIERRASCAPE UNIT INSIDE SIERRASCAPE FACING 1. PLACE AND COMPACT SACKFUL TO FINISH GRADE HORIZONTAL WIRES. DRAWN BY: 7 1.SEE SIERRASCAPE FACING DETAIL AND SIERRASCAPE OUTSIDE APERTURES BETWEEN WIRE PAIRS TO UNIT BELOW TO FOLLOW GRADE. - ESN CORNER UNIT DETAIL FOR FACING MATERIALS AND DIMENSIONS. gLLOW CONTACT BETWEEN GEOGRID AND 2. AUGER OR DRIVE POST THROUGH TENSARGEOGRID,AS REQUIRED TO O 4. NOR IZO ALLOWIRESOF TOPMOST SIERRASCAPESIERRASCAPE MAY BE LOOPS(MAXIMUM OF6CUTS PER ROLL CHECKED BY: 2 2.BEND BASKET 90°PER OUTSIDE CORNER UNIT DETAIL AT STEPS TO SPECIFIED DEPTH. BD CUT TO LOW. INSTALLATION OVER STRUTS OF SIERRPSCAPE FACING N UNIT BELOW. ENSURE REINFORCED FILL IS CONTAINED. 3. INSTALL POST AND FILL HOLE WITH 2O00 PSI(MIN)CON CRETE.OR IN DATE ACCORDANCE WITH PROJECT SPECIFICATIONS,WHICHEVER IS MORE c E ISOMETRIC VIEW-NESTED BASKET AT TOP OF MSE STRINGGENT. V/22 ; NESTED BASKET DETAIL(OFFSET) STRUCTURE DETAIL(OFFSET) TOP OF MSE STRUCTURE FINISHING DETAIL(OFFSET) HANDRAIL OR FENCE POST DETAIL AT TOP PROJECT NO. N NOT TO SCALE NOTTOSCALE NOTTOSCALE OF SIERRASCAPE WALL TYPICAL SIERRASCAPE GEOGRID COVERAGE 20180614E001 Y NOT TO SCALE NOT TO SCALE F I G U R E CD G-2