Loading...
APPROVED BLD PLN RESUB1 APPROVED BECK BLD2023-1134 - PLans_SnoCounty Ret Walls (Rvw-2, dbeck, 3-25-2024)w b r Q w c� w GENERAL NOTES: GENERAL: ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH APPLICABLE PROJECT SPECIFICATIONS. STRUCTURE EXCAVATION: EXCAVATION REQUIRED SHALL BE PERFORMED IN ACCORDANCE W[TH APPLICABLE PROJECT SPECIFICATIONS. MOBILIZATION: MOBILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE PROJECT SPECIFICATIONS. STRUCTURE BACKFILL: STRUCTURE BACKFILL SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE PROJECT SPECIFICATIONS. ALL MATERIAL, EQUIPMENT, AND LABOR FOR CONSTRUCTION SHALL BE INCLUDED IN THE QUANTITY FOR STRUCTURE BACKFILL. ALL OTHER BACKFILL REQUIRED TO COMPLETE THE WORK SHALL BE INCIDENTAL TO STRUCTURE BACKFILL. LIGHTWEIGHT BACKFILL: LIGHTWEIGHT BACKFILL SHALL BE PLACED TO THE ELEVATIONS AND LIMITS AS SHOWN IN THE PLANS. MATERIAL SHALL BE ULTRA -LIGHTWEIGHT FOAMED GLASS AGGREGATE (UL-FGA) AS PRODUCED BY AFRO AGGREGATES, EDDYSTONE, PA. INSTALLATION SHALL SHALL BE PER THESE PLANS AND THE MANUFACTURER'S RECOMMENDATIONS. AGGREGATE SHALL BE PLACED 1N MAXIMUM UNCOMPACTED LIFTS OF 12 INCHES AND COMPACTED WITH A PLATE COMPACTOR WEIGHING BETWEEN 110 AND 220 POUNDS. COMPACTION SHALL BE COMPLETED BY MAKING A MINIMUM OF FOUR FULL PASSES WITH THE PLATE COMPACTOR. ONE FULL PASS IS DEFINED AS A MINIMUM OF 1007o COVERAGE OF THE PLATE PASSING OVER THE TOP OF THE LIFT. ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY CONCRETE, 4000 PSI (SOCKETS) CU.YD. 35 LAGGING PANELS, 5 FT EA. 30 LAGGING PANELS, 7.25 FT EA. 5 SOLDIER PILES, HP14x117 (36FT) EA. 11 SOLDIER PILES, HP14x117 (31FT) EA. 2 SOLDIER PILES, HP14x117 (26FT) EA. 1 GRANULAR BACKFILL CU.YD. 40 LIGHTWEIGHT BACKFILL CU.YD. 48 CONTRACTOR TO PROVIDE ALL MATERIALS NECESSARY FOR CONSTRUCTION. ASSUMED CONSTRUCTION SEQUENCE: 1. TEMPORARILY RETAIN SOIL BEHIND PROPOSED RETAINING WALL. 2. DRILL SOCKETS. I �r�nln APPROX. ACI AWS ALT. A.S.T.M. B. B.F. B.S. CL. CONST. JT. CONT. C.P. C.R.S.[. = APPROXIMATELY = AMER[CAN CONCRETE INSTITUTE = AMER[CAN WELDING SOCIETY = ALTERNATIVE = AMER[CAN SOCIETY FOR TESTING AND MATERIALS = BOTTOM = BACK FACE = BOTH SIDES = CENTERLINE = CLEARANCE = CONSTRUCTION JOINT = CONTINUOUS = CONTROL POINT = CONCRETE REINFORCING STEEL INSTITUTE MATERIAL IS TO MEET THE PROPERTIES BELOW: 3. INSTALL PILES, AND PANELS. CTS. =CENTERS UNIT WEIGHT - 15 PCF DIA. =DIAMETER ANGLE OF INTERNAL FRICTION - 44 DEG 4. BACKFILL BEHIND WALL. (E) =FASTING E.F. =EACH FACE CAST-[N-PLACE CONCRETE: ALL CONCRETE, CONCRETE WORK AND PLACEMENT OF REINFORCEMENT SHALL BE [N ACCORDANCE FIELD P R 0 C E D U R E S F 0 R PLACING STEEL EL. OR ELEV. =ELEVATION WITH APPLICABLE PROJECT SPECIFICATIONS. F.F. =FRONT FACE S 0 L D I E R PILES I N DRILLED c HOLES : GALV. =GALVANIZED THE PORTLAND CEMENT USED IN ALL CONCRETE SHALL BE TYPE II OR TYPE IIA. ALL CONCRETE SHALL BE AIR -ENTRAINED MAX. =MAXIMUM CONTAINING NOT LESS THAN 4 PERCENT NOR MORE THAN 6 PERCENT AIR BY VOLUME. 1. PILES SHALL BE ASTM A572, GRADE 50 MATERIAL. MIN. =MINIMUM (N) =NORTHING CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PS[ IN 28 DAYS. MAXIMUM SIZE OF 2. ON THE CENTERLINE OF PROPOSED PILES, DRILL 24" DIA. (MINIMUM) N0. =NUMBER COARSE AGGREGATE SHALL BE ONE INCH. THE MINIMUM CONCRETE COVER ON REINFORCEMENT SHALL BE TWO INCHES UNLESS HOLE THROUGH SOIL TO TIP ELEVATION, USING CASING AS NECESSARY TO RAD. =RADIUS INDICATED OTHERWISE. MAINTAIN HOLE STABILITY. ANY EXCAVATION IN ADVANCE OF CASING REHAB =REHABILITATION PLACEMENT SHALL BE A DIAMETER LESS THAN OR EQUAL TO THE DIAMETER RET. =RETAINING EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3�q'. OF THE CASING TO BE PLACED. SHT. =SHEET STA. =STATION REINFORCEMENT: STEEL BARS FOR REINFORCEMENT SHALL BE DEFORMED BILLET -STEEL BARS CONFORMING TO THE 3. CLEAN STEEL SOLDIER PILES AS NECESSARY TO REMOVE DIRT AND LOOSE STD. =STANDARD REQUIREMENTS OF THE CURRENT A.S.T.M. DESIGNATION: A615, GRADE 60, OR A706. RUST. PLACE STEEL SOLDIER PILE IN DRILLED HOLE, IN PROPER LOCATION. T. =TOP SECURE TOP OF PILE AGAINST MOVEMENT. TYP. = TYPT[CAL FABRICATION OF REINFORCEMENT SHALL BE IN ACCORDANCE W[TH CHAPTER 7 OF THE CURRENT C.R.S.I. MANUAL OF U.N.O. =UNLESS NOTED STANDARD PRACTICE. 4. PLACE 4,000 PSI CONCRETE, WITH A MODIFIED SLUMP OF 8" TO 10", OTHERWISE IN THE DRILLED HOLE. MAXIMUM AGGREGATE SIZE [S 3/4". FREE FALL W/ =WITH REINFORCEMENT WIRE BAR SUPPORTS THAT ARE IN CONTACT W[TH FORMS SHALL BE CLASS 1, PLASTIC PROTECTED, IN OF CONCRETE MAY BE ALLOWED PROVIDED THE CONCRETE IS DIRECTED ACCORDANCE WITH CHAPTER 3, OF THE CURRENT C.R.S.I. MANUAL OF STANDARD PRACTICE. THROUGH A HOPPER OR EQUIVALENT SO THAT THE FALL IS VERTICAL DOWN THE SHAFT WITHOUT HITTING THE SIDES OF THE HOLE OR THE STEEL STRUCTURAL STEEL: STEEL FOR HP -SHAPES SHALL BE ASTM A572, GRADE 50. STEEL FOR ANGLES SHALL BE ASTM A36. REINFORCEMENT. CONCRETE SHOULD NOT BE PLACED BY FREE FALL METHODS I N STANDING WATER I N EXCESS OF 2 1 N. DEPTH. [ F PUMPING CANNOT APPROVED BY PLANNING ALL WELDING SHALL BE DONE 1N ACCORDANCE WITH THE LATEST AMERICAN WELDING SOCIETY D1.1 SPECIFICATION CERTIFIED WELDERS. ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES UNLESS NOTED OTHERWISE. BY ADEQUATELY CONTROL GROUND WATER TO A RATE LESS THAN OR EQUAL TO 1 �1��`�'',� INCH RISE IN 15 MINUTES OR IF CONCRETE CANNOT BE DIRECTED VERTICALLY l/ 4d� DOWN THE SHAFT, THE CONCRETE SHALL BE DUMPED OR PLACED WITH A TREMIE. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CORROSION PROTECTED BY GALVANIZATION Mar28 2024 OR PROVIDED W[TH EXTERIOR PAINT SYSTEM UNLESS OTHER NOTED. 5. FINISH THE TOP OF CONCRETE TO PROVIDE EVEN BEARING TO LAGGING PANELS. ALL WORK SUBJECT I TO FIELD QUALITY ASSURANCE: SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND 6. INSTALL PRECAST LA_GG_[NG_PA_NEL_S_A_ND BACKFILL BEHIND WALL. _ __ INSPECTION FOR SECTION 17Q5 OF THE INTERNATIONAL BUILDING CODE BY A QUAL I F I ED TESTING AGENCY DESIGNATED BY THE ENGINEER I --- -----------TABLE 1705.3 8. Verify maintenance of Acl 318: CODE COMPLIANCE AND RETAINED BY THE OWNER. THE STRUCTURAL ENG [ NEER AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION specified curing temperature - X 26.5.3-26.5.5 1908.9 OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED � and techniques. UNLESS NOTED OTHERWISE. I I CONCRETE CONSTRUCTION PER TABLE 1705.3 ' I WELDING OF STEEL PER A[SC 360 ' SOIL CONDITIONS, FILL PLACEMENT PER TABLE 1705.E I I DEEP FOUNDATION ELEMENTS PER TABLE 1705.7 � CAST-[N-PLACE DEEP FOUDNATIONS PER TABLE 1705.8 I ' I ATTENTION !! -UTILITY NOTE i I THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES 1S NOT TO BE CONSTRUED BY OWNER, ENGINEER, CONTRACTOR, ' OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST � ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE � SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED AMONG THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, I INCLUDING THE AVOIDANCE OF HAZARDS, ASSOCIATED W[TH BURIED AND ABOVEGROUND UTILITIES REMAINS SOLELY � THE RESPONSIBILITY OF THE CONTRACTOR. ' I I i I I I I I CONTINUOUS PERIODIC REFERENCED IBC TYPE SPECIAL SPECIAL STANDARDa REFERENCE INSPECTION INSPECTION 1. Inspect reinforcement, ACI 318: Ch. including prestressing - X 20, 25.2, 25.3, 1908.4 tendons, and verify placement. 26.6.1-26.6.3 2. Reinforcing bar welding: a. Verify weldability of reinforcing bars other than ASTM A706; b. Inspect single -pass -X XX AWS D1.4AC1 - fillet welds, maximum 318: 26.6.4 e/,s"; and c. Inspect all other welds. 3. Inspect anchors cast in _ X ACI 318: - concrete. 17.8.2 4. Inspect anchors post - installed in hardened concrete members.b a. Adhesive anchors installed in horizontally or ACI 318: upwardly inclined X X 17.8.2.4ACI - orientations to resist 318: 17.8.2 sustained tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. ACI 318: Ch. 1904.1, 5. Verify use of required - X 19, 26.4.3, 1904.2, design mix. 26.4.4 1908.2, 1908.3 6. Prior to concrete placement, fabricate speci- ASTM C172 mens for strength tests, X - ASTM C31 1908.10 perform slump and air content ACI 318: 26.5, tests, and determine the 26.12 temperature of the concrete. 7. Inspect concrete and 1908.6, shotcrete placement for X - ACI 318: 26.5 1908.7, proper application techniques. 1908.8 9. Inspect prestressed APPROVED concrete for: a. Application of PLANS MUST BE prestressing forces; X X ACI 318: 26.10 - ON JOB SITE and b. Grouting of bonded prestressing tendons. 10. Inspect erection of precast - X ACI 318: 26.9 - concrete members. 11. Verify in -situ concrete strength, prior to stress-ing of tendons in post -tensioned _ X ACI 318: - concrete and prior to removal 26.11.2 of shores and forms from beams and structural slabs. 12. Inspect formwork for shape, location and _ X ACI 318: - dimensions of the concrete 26.11.1.2(b) member being formed. DATA - SIGN Ii----------------------� I I Special Inspections as required on � RETA [ NED FILL : UN 1 T WEIGHT - 130 PCF � i this sheet numbered 1 of 8. � FR 1 CT [ ON ANGLE - 34 DEG ' I FILL SLOPE - 1.5:1 (h:v) � ;Please see SI inspections I L 1 GHT WEIGHT FILL : UNIT WEIGHT - 15 PCF I I FRICTION ANGLE - 44 I______________ � NATIVE SOIL: UNIT WEIGHT - 135 PCF _______ ' J I FRICTION ANGLE - 38 DEG � SEISMIC: PGAm - 0.689g 1705.2 Steel construction. The special inspecf�ons and nondestructive testing of steel !construction in buildings, structures, and portions thereof shall be in accordance with this section. Exception: Special inspections of the steel fabrication process shall not be required I where the fabrication process for the entire building or structure does not include any welding, thermal cutting or heating operation of any kind. In such cases, the fabricator I shall be required to submit a detailed procedure for material control that demonstrates the' fabricator's ability to maintain suitable records and procedures such that, at any time I during the fabrication process, the material specification and grade for the main stress- I carrying elements are capable of being determined. Mill test reports shall be identifiable ------------------------------------� to the main stress -carrying elements where required by the approved construction I documents. I1705.2.1 Structural steel. Special inspections and nondestructive testing of structural I steel elements in buildings, structures and portions thereof shall be in accordance with ' L-theJcual�assurance inks ection re�cuirements ofAISC 360.---------- I LIST OF DRAWINGS 1. GENERAL NOTES 8� LIST OF DRAWINGS 2. GENERAL PLAN 8� ELEVATION 3. TYPICAL SECTION 4. CROSS SECTIONS (SHEET 1 OF 3) 5. CROSS SECTIONS (SHEET 2 OF 3) 6. CROSS SECTIONS (SHEET 3 OF 3) 7. 7 FT PRECAST CONCRETE LAGGING PLANEL 8. 5 FT PRECAST CONCRETE LAGGING PANEL REFERENCES SURVEY DATA: DUANE HARTMAN 8 ASSOCIATES -SEPTEMBER 2022 HORIZONTAL DATUM: WASH[NGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83(91) VERTICAL DATUM: NAVD88m US FEET GEOTECHNICAL DATA: SHANNON 8 WILSON -MAY 8, 2023 GEOTECHNICAL REPORT, PROPOSED RETAINING WALL ALONG ACCESS ROAD CUT SLOPE NEAR ENTRANCE GATE SHANNON 8� WILSON -SEPTEMBER 27, 2023 GEOTECHNICAL HAZARD IDENTIFICATION/DECLARATION AND MITIGATION STATEMENT OF RISK, PROPOSED RETAINING WALL ALONG ACCESS ROAD CUT SLOPE NEAR ENTRANCE GATE r--------------------------------- -I TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION � FI FMFNTG I I CONTINUOUS PERIODIC TYPE SPECIAL SPECIAL ' INSPECTION INSPECTIONI 1. Verify element materials, sizes and lengths comply with the X I requirements. - 2. Determine capacities of test elements and conduct X - ' additional load tests, as required. 3. Inspect driving operations and maintain complete and X - , accurate records for each element. 4. Verify placement locations and plumbness, confirm type ' and size of hammer, record number of blows per foot of I penetration, determine required penetrations to achieve X - i design capacity, record tip and butt elevations and document any damage to foundation element. ' 5. For steel elements, perform additional special inspections in accordance with Section 1705.2. ii. For concrete elements and concrete -filled elements, perform tests and additional special inspections in - - accordance with Section 1705.3. ' 7. For specialty elements, perform additional inspections as determined by the registered design professional in - - I responsible charge. ------------ TABLE 1705.8--------------� ' REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST -IN -PLACE DEEP I FOUNDATION ELEMENTS I 1 CONTINUOUS PERIODIC TYPE SPECIAL SPECIAL INSPECTION INSPECTION 1. Inspect drilling operations and maintain complete and X - , accurate records for each element. 2. Verify placement locations and plumbness, confirm i element diameters, bell diameters (if applicable), lengths, X - embedment into bedrock (if applicable) and adequate end- bearing strata capacity. Record concrete or grout volumes. I 3. For concrete elements, perform tests and additional special inspections in accordance with Section 1705.3. - - ity Of Edmonds Building Department Work 1 RETAINING WALL l- �--------------------------------------- Addre 15433 75TH PL W ner ; Approved Date SNOHMISH COUNTY 5�1.6�2 Building Official � � --------BLD2023-1134---------------, Permit Number -. `..J_ `...__ © C�op�/�ugl�Q G���o� prro�c���uo�a� ���o�� o� C��a��o� �r�o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � � 77�77: o ���Oo �3 ��uc�c�� �l�a�oo��oco�c� �o��a�����o�c�oc�o� C� o,�l�,�_9f�1�/^�f��c� March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY �`5 p. t'AI�r1LS' �� of W��illyC, �f �� �� � - to k.7 4' r J .o G j 14 i9a`�, �w �Q C`TUx AL �' �; ` �a FFS$fONA�-F�4��0� �s�� Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] i 24 �1 2/26/24 AN COMP TIONN �M1gG=3G� �qTC� DC��C�G�30��0��1 �C�� DG�3V� G�3C��/ D����a ��o���� �o0 22Laoo9 C�qD ���C�o DC���C��l oM�o RMRM �� � VV��I o 1f o GTJ G=3C��IDC��C�D oho TDP GENERAL NOTES B�LIST OF SHEETS RESUB Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 1 O� 8 �� w w �� �� �� � � 4 5 Ems}' W J Q ---� / / �i � /� --- -- �-- _ � i / ���// _----------- f // --- �� � - i �� � � � � � i �� i -- � � � - - - � _ _ _ � � �� � � �- � � � i � � � i _- i_ _-- � i � � � i __-- � � � __-- � � _- -_- - � _ --_--------- ,a L j� �---- -___ �� -� A PLAN 72'-7" _ _� i (� PILE #14 � PILE #13 � PILE #11 � PILE #9 � P[LE #7 � P[LE #5 � P[LE #3 � P[LE #2 � P[LE #1 I STA. 0+84.5 I STA. 0+771.3 I STA. 0+6�i.2 I STA. 0+571.0 I STA. 0+471.3 I STA. 0+371.1 I STA. 0+27.1 I STA. 0+19.9 I STA. 0+12.6 j I � PILE #12I � P[LE #10I � P1LE #8 j � P1LE #6 I � P1LE #4 I I � STA. 0+7 .2 � STA. 0+6 .1 � STA. 0+5 .3 � STA. 0+4 .2 � STA. 0+3 .0 j I I I I I I I � A j I I I I I I I I 5' -1 " I I I 7' -3" I � _ � _ j I I I I I I I I (TYP.) I I I (TYP.) I I T/WALL � � � � � � � � � � � j � ELEV . = 13 2.0 �I III l}I ICI Ill Ill I}I Ill ICI .II I} I I =� ;�;------- ;�------- �;-------- ��--------bra;--------��;------- ;�------- ,��-------- ��., ;� I j 4 � III yl lYl 14 Ill yl W 14 III � y ' �, o e ,}, o o ,, o o ,, o o ,}, o o ,}, o o ,, o o ,, o o ,�, o o i}, e o ,# ' I , � II} I�I I�I li+l II� I�I I$I I+I i4� \ � II � �I ,� I I I I I I I}l I I I I I l I}I . I I H P 14 x 117 + � I' yl I}I I+ 11 III I}l I+ i� � 4 II. � Ili III I}I l+l m Ih I}l I+I m III i}I I+I i+I I�I . I�I I}I I I I}I I�I I}I I I I�I I�I �}I I I � I F[ L L B E H I N D o -e / ,, o o ,}}� e e ,�, e e ,+, e e ,, e e ,}' e e ,�, e e ,, e e ,, e e ,}, e e ,�, \ moo. a i I Ln Ill III I' 1`I 111 Ill I' l+l III III �}I ICI �+I i I}� I�I I I I I I}I I�I I+ I I I I�I I�I �1+ I � I � I WALL ( T Y P. ) T/GROUND @WALL � I}� II I�I I�I II II Ill I�I II II DTI ��I ��I � Ill Ill I+I ICI 111 Ill I,+l ICI ul Ill �1+1 yl �+I i ELEV . = 122.00 0 - - - - - - - - I r -I r -I``r -I}1yr -I r -I+r -I+r -I}r -I1yr -i+r ,`r Ijjjr � � � I- I-'� - - - _ _ - � I+I 111 I�1 lil I+I I}l ITI ail �+I ,}, I II - I I I I I I I I I I I I I I I I I �`I II ,+}{, I lil , -, i ,---_-__ iJl_ III Ill I+I 1�1 III Ill �+I ICI �+I I+ EXISTING TOP OF GROUND III i I I , I I , i III i �Fx9��g� / I J}L I -1 -I}I - - - - - - � I�I 11l I}I �yl I�I I+' � A T WALL L O C A T [ O N . I I e o I I o o I I l q I o- -- -o-- ,� o o ,, 05 R o ,, o o ,+, o o ,}, o o ,`}, o o ,, o o + \ b. o , lil I I lil I I lil I I lil I I lil I I' I�R����� JI 41 I}I �+I yl I II I I II I I II I I II I I I � , II , 11 , II ,------- -�}l II �yy}I II �� Iy} I III I I III I I III I I III I I III I I II I I III I I ICI ,-------,-I� yj1+�,� � � 1 T/GROUND � WALL T /C ONC . FILL I lil I I lil I I lil I I lil I I lil I I lil I I lil I I lil I I lil I � �l ,------- � � � '�. ELEV. = 117.00 i i I iT_________i i I iT_____I i i iT__---i i i iT_____I i i iT_____' i i iT_____I i i iT____-i i i iT-----I I I I I I I IT I IT-----ii I ii'------��-I I�- Jl I -,I ELEV. = 116.00 I I � I I I I � I I I I � 1� I I � I I I I � I� I I � I I I I � I I I I � I I I I � I I I I � I I I I � I I I I I I � I� I I � I II li II li II li II li II li II li II li II li II li II li II li II li I i ' I I I, I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '' ' a� '' ' �� '' ' a� �' ' a� '' ' a� '' ' a� '' ' a� '' ' a� '' ' a� '' ' a� '' ' a� '' ' �� '' ' ���� T/ROAD I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I ' I I I I � I I I I' I I I I' I I I I ' I I I I ' I I I I' I I I I ' I I I I ' I I I I ' I I I I ' I I I I ' I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELEV. = 96.00 ' I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L L � J� L L � J� L L � J � L L � J� L L � J� L L � J� L L � J� L L � J� L L � J� L L � J� L L � J� I l � _I! 11 � _I! 11 � _I! I I I I I I I I A I I I I� I I F I F VA T i �N SOCKETA(TDP[ SLED ��� -3 _ M ___ -� M ___ Ini 3 --- °� - WORKING POINTS (SHAFTS) WP#1 = (N )316584.45 (E )1272204.71 WP#2 = (N)316591.18 (E)1272202.03 WP#3 = (N)316597.92 (E)1272199.35 WP#4 = (N)316602.65 (E)1272197.47 WP#5 = (N)316607.30 (E)1272195.44 WP#6 = (N)316611.96 (E)1272193.40 WP#7 = (N)316616.62 (E)1272191.37 WP#8 = (N)316621.28 (E)1272189.34 WP#9 = (N)316625.85 (E)1272187.13 WP#10 = (N)316630.36 (E)1272184.80 WP#11 = (N) 316634.88 (E )1272182.4 7 WP#12 = (N)316639.40 (E )1272180.14 WP#13 = (N)316643.91 (E)1272177.80 WP#14 = (N )316650.36 (E )1272174.48 © C�o��y�u�l�� G����o� p�offc����o0��0 �c�u�ru�� °o ��e, C��a��o� �r�o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � �177�77: o ���Oo �3 ��uc�c�� �l�a�oo��oco�c� �o G��1�����D�l�o CEO r�'inl �������Q��� March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY �`S p. PAtNT�, �4T' 0� WAsfi�,�,c � %� �� V �� � - �w � .o �G 51�3���` �<v�c' �Po �T�xA� �• `; �s,� FFS$!ON A�-�� ���Q 1 ��� Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � 2/26/24 UTILITIES AND SEEDING �M1gV3G� �Q�C� DC ��G�30�����1 D��MI�� ������ a G���� � 22L0009 C�G°aD �D�C�o �C��O�� oho RMRM �� °��1 ��� GTJ G�3C��IDC� /�MC�D oho TDP ����� ��� GENERAL PLAN & ELEVATION RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 2 O� 8 PROP. GROUNDLINE HP14x117 PILE � T/LIGHT WEIGHT FILL ' ELEV. = 130.00 EDGE OF PAVED D1TCH� + 3,_0„ APPROX. ROAD LIMITS PILE I 1 � GRANULAR BACKFILL 1.5 ,I� (SEE CROSS SECTIONS) �EX[ST. GROUNDL[NE i----- _ LIGHTWEIGHT FILL ' (SEE CROSS SECTIONS) ``' _, J � � a 3 SURROUND LIGHTWEIGHT FILL � �� � ,� WITH GEOTEXT[LE FABRIC ��. its 24" D[A. DRILLED HOLE TYPICAL WALL SECTION w J Q RETAINING WALL PLANK DGE TIGHT w/ MBER SHIMS (TYP.) HP14x117 © C�o��y�u�l�� G����o� p�offc����o0��0 �c�u�ru�� °o ��e, C��a��o� �r�o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � � 77�77: o ���Oo �3 ��uc�c�� �l�a�oo��oco�c� �o��a�����o�c�oc�o� C�Oo�J�M��G°a�l�� March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY PLAN J SECTION A -A ` p 45� �� 8 gip` LOCATE ANGLE AT PROPER DISTANCE �' BELOW TOP OF WALL L4x4x��2 x 0' —8" (BOTH S 1 DES OF PANEL) �'4 HP14x117 ELEVATION TYPICAL SECTION Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � 2/26/24 SUPPORT ANGLE �M1gV3G� �Q�C� DC��C��30��0��1 D��MI�� ������ a G���� � 22L0009 C�G°aC �D�C�o �iC��O�� oho RMRM �� °��1 ��� GTJ G�3C��IDC� /�MC�D oho TDP ���I�C TYPICAL SECTION RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 3 O� 8 :J D Q Q 140 130 120 110 170 160 150 140 130 120 11 0 — --- — 3 FT 140 130 120 110 —20 —10 0 10 20 30 STA. 0+84.5 170 160 150 140 130 120 0 110 —20 —10 0 10 20 30 STA. 0+67.2 i i� i ��1.0 1.5 LIGHT WEIGHT F[LL Li 0 Ln 3 FT 170 160 150 140 130 120 110 170 160 150 140 130 120 110 i i �� �/ .5 `` I o �, 3 FT 170 160 150 140 130 120 110 —20 —10 0 10 20 30 STA. 0+77.3 170 160 150 140 130 120 110 —20 —10 0 10 20 30 STA. 0+62.1 i� i �� 1 . � 1.5 LIGHT WEI HT FILL 0 3 FT 170 160 150 140 130 120 110 170 160 150 140 130 120 11 i �� �i�1. � 1.5 i LIGHT WEI HT FILL Li 0 Ln 3 FT 170 160 150 140 130 120 110 —20 —10 0 10 20 30 STA. 0+72.2 170 ��0 150 140 130 120 0 110 —20 —10 0 10 20 30 STA. 0+57.0 NOTES: OFFSET IS FROM EDGE OF PAVED DITCH. i i i i i ���1.0 1.5 LIGHT WEIGHT FILL 0 Ln 3 FT © C�o��y�u�l�� G����o� p�offc����o0��0 �c�u�ru�� °o �I�e�C�G°aG3 C��a��o� �r�o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o �� ���: o���o� ��uc�c�� �l�a�oo��oco�c� �o��a�����o�c�oc�o� I REVIEWED March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY J Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � �M1gV3G� �Q�C� DC�SC��30�����1 OSSMC�o pG�30o�JC�C�� �JOoo 22L0009 C�G°aD �D�Co �C�SO�� oho RMRM �� � VV��I o 1f o GTJ G�3C�/IDC� /�MCD oho TDP CROSS SECTIONS ( SHEET 1 OF 3 ) RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 4 O� 8 Q Q 170 160 150 140 130 120 i �� 1. 1.5 LIGHT WE GHT FILL 0 3 FT 170 � i60 150 140 130 120 11 110 0 -20 -10 0 10 20 30 STA. 0+52.3 170 160 150 140 130 120 110 i i i i ,��1.0 ' 1.5 LIGHT W IGHT FILL LL 0 Lf') 3 FT 170 160 150 140 130 120 110 i �� �1. 1.5 I LIGHT W 1GHT FILL 0 Ln 3 FT 170 � 160 150 140 130 120 110 -20 -10 0 10 20 30 STA. 0+47.3 170 170 �160 � 160 150 150 140 140 130 130 120 120 110 110 -20 -10 0 10 20 30 STA. 0+37.1 170 ' 160 150 140 130 120 110 -20 -10 0 10 20 30 STA. 0+32.0 i ��1.0 � 1.5 L[GHT WE GHT FILL Li 0 I.1') 3 FT 170 � �160 150 140 130 120 110 -20 -10 0 10 20 30 STA. 0+42.2 i i i i 1. 1.5 o � LI') 3 FT 170 160 150 140 130 120 110 170 160 150 140 130 120 �� i �1. � 1.5 I LIGHT W 1GHT FILL LL 0 3 FT 170 1�0 150 140 130 120 110 110 -20 -10 0 10 20 30 STA. 0+27.1 NOTES: OFFSET 1S FROM EDGE OF PAVED DITCH. © C�o��y�u�l�� G����o� p�offc����o0��0 �c�u�ru�� °o �I�e�C�G°aG3 C��a��o� �r�o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � � 77�77: o ���Oo �3 ��uc�c�� �l�a�oo��oco�c� �o��a�����o�c�oc�o� REVIEWED March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY J Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � �M1gV3G� �Q�C� DC��C��30�����1 D��MI�� ������ a G���� � 22L0009 C�G°aD �D�C�o �iC��O�� oho RMRM �� � VV��I o 1f o GTJ G�3C��IDC� /�MC�D oho TDP CROSS SECTIONS (SHHET 2 OF 3) RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 5 O� 8 170 160 150 140 130 120 110 170 160 150 140 130 120 110 100 100 -20 -10 0 10 20 30 STA. 0+19.9 Q Q i i i 0 0 3 FT �_ �� � � o � � � �� 170 160 150 140 130 120 110 100 170 160 150 140 130 120 110 100 -20 -10 0 10 20 30 STA. 0+12.6 NOTES: OFFSET IS FROM EDGE OF PAVED DITCH. © C�o��y�u�l�� G����o� p�offc����o0��0 �c�u�ru�� °o �I�e�C�G°aG3 C��a��o� �r�o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � � 77�77: o ���Oo �3 ��uc�c�� �l�a�oo��oco�c� �o��a�����o�c�oc�o� I REVIEWED March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY J Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � �1gV3G� �Q�C� DC�SC��30�����1 OSSMC�e ��o���� �o0 22�aoo9 C�G°aC �D�Co �iC��O�� oho RMRM �� °��1 ��� GTJ G�3C�/IDC� /�MCD oho TDP ��CC� ���P '� CROSS SECTIONS (SHHET 3 OF 3) RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 6 O� 8 C w J Q � 8-TON SWIFT L[FT ANCHOR 1'-6" 2" D1A. DRAIN HOLES 2, _a„ 7, _0„ 4, _0„ �I► ►II I 3' —0" II I, I A I I, 1'-6" � 8-TON SWIFT L[FT ANCHOR I 2, _a„ 8„ M 4„�q„ .��. .sue. .L------'''�'—y---------------�— ��-�-------I. I �� I I �� I �, � � ,, I�� �� I ,, ,, I I I�� � � �� I I �� I I �� I Q I �1t I I �� I -�- � � I I I I I I I I w I �I �I I I I � � � I I I I ----- I � � I 1----------------------------- - I- —�--------I �� -Q 0 � ------------ �- � I � � N I I I � � I c-° I � COIL LOOP INSERT I I �' I � TYPE B-16, ��2' D 1 A. x 6" � I o I I "' ,� Q I I o � I I I I I I I I .F--------------------------------I. A PRECAST CONCRETE SAGGING PANE EST. WT. = 3,500 LBS. VOLUME OF CONCRETE = 0.9 CU.YD. SURFACE OF CONCRETE MI L[FT[NG L[NE 8 TON SWIFT LIFT LIFTING EYE . , ,. I�;�;�I I ;; I I•;�;.I I ;�; I ���* I � 1 ��2' CLR. I• •I ( TYP. ) I I I I I• •I I• • I I 501 I. .I I I 461 SECTION A -A COIL LOOP INSERT NOT SHOWN. 8 TON SWIFT LIFT ANCHOR PRODUCT CODE N0. 60650 _ � D v � v � . 4 d' � V � �'� � CAVITY FORMED BY 8 TON SWIFT RECESS PLUG. FILL WITH EPDXY GROUT AFTER SETTING. SWIFT L IFT QETAIL 8 TON SWIFT LIFT RECESS PLUGS, ANCHORS AND LIFTING EYES ARE AVAILABLE FROM DAYTON SUPERIOR. LIST OF REINFORCING BARS PRECAST GONG. WINGWALL QTY. MARK SIZE TYPE A B LENGTH 8 461 #4 B 5" 4' -9" 1 1 ' -3" 20 501 #5 STR. - - 6' -8" BENDING DETAILS ALL D 1 MENS [ ONS ARE OUT TO OUT �,� �`A�., m A BAR B PRECAST CONCRETE SAGGING PANES GENERAL NOTES: CONCRETE 1. PRECAST CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 P.S.I. AT 28 DAYS (CLASS 50) AS PER THE CURRENT BNSF STANDARD SPECIFICATION FOR PRECAST CONCRETE PRODUCTS. 2. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3�q' UNLESS OTHERWISE SHOWN. 3. CONCRETE SHALL BE VIBRATED INTERNALLY DURING PLACEMENT TO PROVIDE THOROUGH CONSOLIDATION AND COMPACTION. CARE SHALL BE TAKEN TO AVOID DISPLACEMENT OF EMBEDDED ITEMS. 4. ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A615, GRADE 60. 5. ALL BAR BENDING AND STANDARD HOOK DIMENSIONS SHALL BE [N ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE SHOWN OR NOTED. 6. DESIGN LOADING - 0.79 KSF EARTH PRESSURE 7. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 1��2' CONCRETE COVER UNLESS OTHERWISE SHOWN. 8. COIL LOOP INSERTS ARE TO BE STRAIGHT TYPE B-16, ��2' D[A. x 6" MANUFACTURED BY DAYTON-SUPERIOR AND HAVE A SAFE WORKING LOAD OF 3,600 LBS. WITH A 4 TO 1 SAFETY FACTOR. THE INSERTS ARE TO BE COMPLETELY RECESSED 1N THE WALL WITH SPIRAL BOLTS FURNISHED IN THE INSERTS. AFTER PLACING WALL FILLED INSERTS WITH GROUT. © C�o���u�l�� G����o� p�offc����o0��0 �c�u�ru��s �rMi�e` C��a��o� ��o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � � 77�77: o ���Oo � O�o�c�� �l�af�oo��oco�c� �o��a�����o�c�oc�o� C�O�J��J��G°a�l�� REVIEWED March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � �M1gV3G� �Q�C� DC��C�G=30���0�1 o���C�a ��o���� �o0 22Laao9 C�G°aD �D�C�o �C��O�� oho RMRM �� � VV��I o 1f o GTJ G=3C��IDC��C�D oho TDP �C�C�C�� ���P '� 7 FT PRECAST CONCRETE LAGGING PANEL RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ��C�C�� 7 O� 8 C w J Q 8—TON SWIFT LIFT ANCHOR 2" D[A. DRAIN HOLES �i . . -- 7--------� �, ,� I��� ��� I I �I� ;I� I ��, ,�� I ;I� � � I �� I��� ��� I �, ,� I ti1� J�j I N � I, I, W I I I I I �I �I I � I � � I ---� I I ---�--E}----------�}-�,-----�- �� -Q—� I I I I N u-> I I I � � I � I I I I � I I o ,� I I `" ' `�' Q � I I I I o I COIL LOOP INSERT I I TYPE B-16 � ��Z' D[ A. x 6" I I I .F---------------------�. B �1 PRECAST CONCRETE LAGGING PANEL EST. WT. = 2,400 LBS. VOLUME OF CONCRETE = 0.6 CU.YD. 8-TON SWIFT LIFT ANCHOR 8" 4"I4„ I i I �r I 502 I•�I�.I I ;�� I 1��2' CLR. �� �tsl (TYP. 4B1 • • I I I• •I I• •I I I I. .I I I I I I• •I I I I I I• •I I I �. .I _� SECTION B-B COIL LOOP INSERT NOT SHOWN. LIST OF REINFORCING BARS PRECAST GONG. WINGWALL QTY. MARK SIZE TYPE A B LENGTH 5 461 #4 B 5" 4' -9" 1 1 ' -3" 20 502 #5 STR. - - 4' -4" BENDING DETAILS ALL D 1 MENS [ ONS ARE OUT TO OUT �,� �`A�., m A BAR B PRECAST CONCRETE SAGGING PANES GENERAL NOTES: CONCRETE 1. PRECAST CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 P.S.I. AT 28 DAYS. 2. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3�4' UNLESS OTHERWISE SHOWN. 3. CONCRETE SHALL BE VIBRATED INTERNALLY DURING PLACEMENT TO PROVIDE THOROUGH CONSOLIDATION AND COMPACTION. CARE SHALL BE TAKEN TO AVOID DISPLACEMENT OF EMBEDDED ITEMS. 4. ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A615� GRADE 60. 5. ALL BAR BENDING AND STANDARD HOOK DIMENSIONS SHALL BE [N ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE SHOWN OR NOTED. 6. DESIGN LOADING - 0.79 KSF EARTH PRESSURE 7. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 1��2' CONCRETE COVER UNLESS OTHERWISE SHOWN. 8. COIL LOOP INSERTS ARE TO BE STRAIGHT TYPE B-16, ��2' D[A. x 6" MANUFACTURED BY DAYTON-SUPERIOR AND HAVE A SAFE WORKING LOAD OF 3�600 LBS. WITH A 4 TO 1 SAFETY FACTOR. THE INSERTS ARE TO BE COMPLETELY RECESSED IN THE WALL WITH SPIRAL BOLTS FURNISHED IN THE INSERTS. AFTER PLACING WALL FILLED INSERTS WITH GROUT. © C�o���u�l�� G����o� p�offc����o0��0 �c�u�ru��s �rMi�e` C��a��o� ��o�c���oo��a� �c��oc�c�� D�c�o � ��� �o C��G� ������ ���o��f�oc��da �� C���C�o pG�o�c�o �� 77��10 0����00 �a�o � � 77�77: o ���Oo � O�o�c�� �l�af�oo��oco�c� �o��a�����o�c�oc�o� C�O�J��J��G°a�l�� March 25, 2024 Reviewed by: DBeck BECK &ASSOCIATES, PLLC STRUCTURAL ONLY Reviewed for structure in its final � � configuration. Construction � means and methods and review � of structure for construction � � means and methods are beyond � the scope of this review. [B&A] � �M1gV3G� �Q�C� DC��C�G=30���0�1 D���C�e ��o���� �o0 22Laao9 GG°aD �D�C�o �C��O�� oho RMRM �_ °��1 ��� GTJ G=3C��IDC��C�D oho TDP �C�C�C�� ���P '� 5 FT PRECAST CONCRETE LAGGING PANEL 8� DETAILS RES U B Mar 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L'� ��C�C�� 8 O� 8