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no. 2 APPROVED ENG PLN 7.7.22 BLD2021-2719 SITE PLAN Civil Plan 2022-07-07�� ga N � �� N to �N N N 0 ^ J I � 0 o� N O co � O � O N k i N�Z LEGAL DESCR/PT/ON NE 1/4, SEC 19, TWP 27N, RGE 4E, W,M, LOT 2, CITY OF EDMONDS SHORT SUBD/VISION, PLN2021-0039, AS RECORDED UNDER RECORD/NG NUMBER ______________, RECORDS OF SNOHOM/SH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BAS/S OF BEAR/NGS S/TE DEVELOPMENT PLANS THE MONUMENTED CENTERLINE OF 76TH AVE. W., AS THE BEARING OF N 002934" E. � BENCH MARK/DATUM � I � I I 27041900112400 27041900112300 �ne�ann��nn ORIGINATING BENCHMARK I I I _ _ _ I �. � I I 27041900112000 I 27041900111900 3" BRASS SURFACE MON. W/'X" AT THE /NTERSECTION OF 203RD ST. S.W. I �'� T & 76TH AVE. W. PER GPS OBSERVATIONS I I � / I I I 203RD ST SW ELEVATION : 432.01 ` I i - - - � I I ,,__ - I TBM 'A" _ _ / � �� _ � � � MAG NA/L /N ASPHAL T TBM 'A"---r�.�p�� -�-=�- - ,��------��- - --- '- I_ ELEV 425.05 ____ �-- lN NORTH EDGE OF ASPHALT IN 203RD ST SW LOCH TED ADJACENT TO SI TE. --- I � �� - _ - SD- - mot- SD- � � � -- - - - - - - - - (SEE PLAN FOR LOCAT/ON) -�-�� - - - - G- - - - G� - _ _ " � � SD%-��/- -_SD I ��---`-� �- I ,�� ELEVATION: 425.05 I � -- - SS- - - - SS- 7� - - SS �- - ---� � �� _ - G - - �' I � �' I � SS- � - -.,.� -G--- ��G'----G- �- i DATUM : NA VD 88 j I � / /� �' ��X ��.� -- -SS- ��'�SS- _SS �--I; S`s--- G--- �C�-- � I I I i � / i � -ram ---- -�_ � �i ---Z 5��- _SS- L � 1 --/; 14+00 211 � -- - / 1 � � �� I3�00 ,,_--- l / f / / � Ill � i SURVEYOR NOTES �\'I f, _ _ _ � _ _ ,r NS9 20 55"W 1336.02' 15+0o I I I _ _ -- I i-- 1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PART/ES WHOSE �1- j / // / li I � - �y�� - i � 1125.00'� NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED TH/RD o 1 - - -�- - - yy - _ - � -- iL-- � � _ _ _ I I PARTIES WI THOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF RECORD. �I N i � - w --r - - - yy - - -� L T � :,u- ice- a m �D � --I� - SDI _- - - SD= _- - �D= __ _ ---�- __-w---Tw-� -w -mow---w----w- 2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,• OWNERSHIP � � -D` / - --------�'` ----� L--------- �---I I u__ t ---- - ___ -�---- � -; - --- __ ----- 1111---�-------------- -- - �� L/NES MAY VARY. NO GUARANTEE OF OWNERSH/P lS EXPRESSED OR /MPL/ED. THIS I � / i-------------- ----� _� � I �,__ � � SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT / - - � - - - w _ _ _ / PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND OCCUPATION I 1 I / v I / � �" �,� / WH/CH MAY ENCUMBER T/TLE OR USE OF SUBJECT PROPERTY. I EX F/RE HYDRANT /i i / � �/ i Y I I � // ..1 III ------------ I � � - �- -- ___ ' I-��__=�=__=�=-- I- I i _� � � II I � _�-- - - - - -1 I � i i III - �f-- ------- --------J-�-_ I i I i i �I ----mot/------ 1 / ' I I I I I � 25��D�RAINAGE &JOINT \ i I / I II UTILITY�`ASEMENT (TYP) j I � II 203RD ST SW III _--- N89 20 55 W 104.00' � � I I I i i v v I I dodo 0 � I �I ,��-_I / / \ I I _ I I I �// I 1 � � N his site plan applies to one new house �at 7918 I � / � ;� I 1" WATER SERVICE /NSTALLED I l i i III 15' PR/VATS 1 ' 7`'cp j � I - 03rd St. SW if the short lat under revi w for the I I p AS PART OF SHORT PLAT. I ACCESS 8,579 SF- �� .�, I�ii I 7 918 2 0 3 rd St . SWW� 1 ite in PLN2021-0039 does not get com�leted and I INSTALL 1 " WATER METER � I I �IfII EASEMENT I I I I yI I � 1� � 1 rlIecorded. That house would comply wit the typical I I I � �I � � RS-8 development standards for the pa�ent lot. 27o41soo112soo I �� I� ��\ � I I I °� he house would also com I with the I � I II `, pY I � I t I I I 10' PR/VA TE � I � conservation subdivision standards interhded to be SHORT PLAT IMPROVEMENTS � ' , III �' � I SEWER II � stablished for Lot 2 of PLN2021-0039. To BE CONSTRUCTED AS I I i 1 CONNECTED TO EASEMENT LOT 1 I I I � I I PART OF THE 203RD ST SW � � I � � � STORM STUB SHORT PLAT PLN2021-0039 � I II `� �� E 4222t � � � PETER R & LETICIA HAR I/EY �I�-- 10 I � I DRIVEWAY TO BE SLOPED I III F 5•0 ` �\� DRY UTILITIES EDMONDS, WA 98026 SCALE.• 1 " = 20' 0 10 20 40 TO DRA/N TO CATCH BAS/N 27041900118200 ENGINEERING DIVISION N ----I ( I I � - -� 1 aW � 3256' I ---- -- L � 16.4' W I I Zone RS-8 Corner Flag - - o I I N z I i - zSefibacks: Required Proposed �� I 25 ;-- 97-5---; I Front N ___:__:__:------------ - - - - - S i�� W/E 7- 5/7- 5 ; 32.5/16.4 ; 7.5' � �----------- •---------- 1 Rear S 15 62.5 1 _ _ 1 BUILD/NG � 1 SETBACK � Other ' L/NE •---------- •----- Height 25 24.21 � __ N89 20 55 "W 103.91 ' LOT COVERAGE (PRE -DEVELOPED) GROSS LOT AREA: 22,559 SF ALLOWABLE COVERAGE (359) 7,896 SF HOUSE, COVERED PAT/0/PORCH &GARAGE 2, 443 SF PERCENT COVERAGE 10.839' PRE-RECORDED SHORT PLAT LOT COVERAGE / BSBL COMPL/ANCE DETA/L SCALE.• 1 " = 40' LOT COVERAGE (LOT 2) *TOTAL NET PROJECT AREA: 20,282 SF *ALLOWABLE COVERAGE (359) 7, 099 SF HOUSE, COVERED DECK &GARAGE 2, 443 SF (LOT 2 ONL Y) PERCENT COVERAGE 12.059 *THIS LOT /S PART OF A CONSERVAT/ON SHORT PLAT WHERE LOT COVERAGE WAS BASED ON THE TOTAL AREA ACROSS THE PARENT LOT. 7, 099 SQ. FT. OF TOTAL BU/LD/NG COVERAGE /S AVA/CABLE FOR LOTS 1 AND 2 OF PLN2021-0039. STORMWATER CONTROL SUMMARY PROJECT S/TE CATEGORY CATEGORY 2 D/SCHARGE L OCA T/ON: ONSI TE /NF/L TRA T/ON INSTALLED AS PART OF SHORT PLAT THE 203RD ST SW SHORT PLAT (PLN2021-0039) //VJ //iLLGL/ /-//L rG (/UV rJl FROM WATER METER TO HOUSE DETA/LS. (TRACER W/RE TO BE INSTALLED WITH WATER LINE) MAXIMUM DRIVEWAY SLOPE ALLOWED 14% 27041900112500 \' / / ' I / -J \ � � ��I FG 7 � �r p`� I "' I I ' S' !� I 1 �, - - OWNER/CONTRACTOR IS RESPONSIBLE FOR LOT 8 EROSION CONTROL AND DRAINAGE PLAT OF WOODLAND ESTATES NO, 2 VOL. 35, PG. 30 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. TYPE OF AREA SQUARE FOOTAGE STORMWATER FAC/L/TY LAWN AND LANDSCAPE 8, 991 SF SO/L AMENDMENTS ROOFS 2, 800 SF /NF/L TRA TION TRENCH HARD SURFACES 259 RETi40F/ T 1,150 SF O SF /NF/L TRA T/ON TRENCH N.A. PROJECT CLASS/F/CAT/ON PROJECT CLASSIFICATION: CA TEGOR Y 2 EDMONDS WATERSHED BASIN: G000 HOPE POND FLOW CONTROL STANDARD: lNF/L TRA T/ON TRENCH MEET/NG L/D PERFORMANCE STANDARDS. STORMWATER BMPS: lNF/L TRA T/ON TRENCH (T7.20) AND POST CONSTRUCT/ON SO/L AMENDMENT (T5.13) Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. /MPERV/OUS AREAS LOT 2 HOUSE+COVERED D/W, PA T/0, PORCH, WALK 2, 800 SF (ROOF L/NE) UNCOVERED PAT/0 AND WALK 50 SF UNCOVERED DR/ VEWA Y 1.100 SF TOTAL = 3, 950 SF UT/L/TY NOTE ALL NEW UT/L/T/ES ARE REQU/RED TD BE /NSTALLED UNDERGROUND. CONSTRUCT/ON NOTE APPL/CANT SHALL REPA/R/REPLACE ALL DAMAGE TO UT/L/TIES OR FRONTAGE /MPROVEMENTS /N C/TY R/GHT-OF-WAY PER CITY STANDARDS THAT /S CAUSED OR OCCURS DURING THE PERM/TIED PROJECT. N89 20 55 W 103.97� 1 � - - 1 � 5% B , �' I lE 423.5f __ E 425. r � I I C NNECTED T ,��; I L � SEWER STUB /' I � ----- 4" C _� - .r � - I � I 1 /E 42 .6f I I GARAGE RD DRA/N � � I � 4" PVC�EWER I F 326.00 p 1.09 MlN � li� � � I SERVICES ®2.09' M/N I ' I VA�� / 21 COVER D � ov � I � I 2.3% PORC 1 I � / I 16.451 - - - \ I ,,426� I r I 1 -----• •-- -- -'�TED _ �v C� 17/20/2022 STORMWATER CALCULATIONS WERE APPROVED BY ZACK RICHARDSON ON 2/3/2022. �- � `� - PROPOSED HOUSE I I I �� 5' 1 C/TY OF EDMONDS FG5.5 I MA/N FF 428.00 i i �\ I B� �L S.P. $-99-167 - A.F. NO, 200007055001 I I 4" PVC I I o 425.7 I FOOTING \\\\\\\\\\\\ I I � I �" � �09' Ml® � COVERED I i I N _ � PA TlO I I ^ I I D 2/--- - -� i ��_ rn 12, 941,.�F I o,, / _ \ N89 20'S5"W 103.91 ' LOT 8 PLAT OFJACKSON PARK NO, 2 VOL, 17, PG. 70 GRAD/NG QUANT/T/ES CUT.• f 150 CU YDS FILL: f 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS /N ACCORDANCE W/TH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRAD/NG QUANT/T/ES HAVE BEEN EST/MATED AS SHOWN ABOVE. SITE /MPORT AND EXPORT lS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT lS REQUIRED. BU/LD/NG HE/GHT CALCULAT/ONS (AOG) SPOT ELEVA TONS FOR HE/GHT CALCULA T/ONS.• ELEVA T/ON A: 425.87 ELEVA T/ON B: 426.57 ELEVA T/ON C: 427.86 ELEVA T/ON D: 427.48 TOTAL: = 1, 707.28 AVERAGE OR/G/NAL GRADE (AOG,) = 426.95 F/N/SHED FLOOR = 428.00 ROOF A T R/DGE = 451.16 ALLOWABLE BU/LD/NG HE/GHT = 451.95 PER CITY OF EDMONDS (426.95 + 25 FT) LOT 2 DANIEL E & ANNAMARIE E JACKY 7910 203RD ST SW EDMONDS, WA 98026 27041900118300 Zone RS-8 Corner � Flag � X ' Setbacks: Required Proposed Front N ____ 5=== 5 Sides W 5 � __ 32.5 Rear E 5 16 45 5 � � 10+ Other S :_______ � ' 25 � � 24.21 Height �----------- �--------- APPROVED BY PLANNING �� Jul 12 2022 UT/L/TY SEPARAT/ON REQU/REMENTS WA T R • 18" M/N/MUM COVER FOR WATER SERV/CES • 3' M/N/MUM HOR/ZONTAL SEPARAT/ON BETWEEN WATER SERV/CES AND ALL OTHER U T/Ll T/ES, EXCEPT SAN/TARP SEWER. • 10' HOR/ZONTAL SEPARAT/ON BETWEEN SAN/TARY SEWER AND WATER MA/NS OR SERV/CES. • 12" M/N/MUM 1/ERT/CAL SEPARAT/ON, FOR PERPEND/CULAR CROSS/NGS, BETWEEN WATER MA/NS OR SERVICES AND ALL OTHER UTIL/T/ES, EXCEPT SAN/TARY SEWER. SAN/TARY SEWER • 2' M/N/MUM COVER FOR S/DE SEWERS &LATERALS • 5' M/N/MUM HOR/ZONTAL SEPARAT/ON BETWEEN SAN/TARY SEWER AND ALL OTHER U T/LIT/ES, EXCEPT WATER. • 10' HOR/ZONTAL SEPARAT/ON BETWEEN SAN/TARY SEWER AND WATER MA/NS OR SERV/CES. • 12" M/NIMUM VERT/CAL SEPARAT/ON, FOR PERPEND/CULAR CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER UTILIT/ES, EXCEPT WATER. • 18" M/N/MUM VER T/CAL SEPARAT/ON BETWEEN WATER AND SEWER; SEWER LA/D BELOW WATER. STORM • 2' M/N/MUM COVER FOR STORM SYSTEMS, UNLESS DUCT/LE IRON P/PE /S USED. • 5' M/N/MUM HOR/ZONTAL SEPARAT/ON BETWEEN STORM AND ALL OTHER UT/L/T/ES OUTS/DE AGENCY UTL/T/ES • 36" M/N/MUM COVER FOR JO/NT GAS, ELECTR/C, TELEPHONE, CABLE TV SERV/CE AND CONDUCTORS. • 36" MlN/MUM COVER FOR A PR/MARY D/STR/BUT/ON SYSTEM. �� -� - - lo - \1J� _ I II-� r � I a_, _ I_ l N ST SW-__�--- I I _` � 192ND PL SW � '�� a �-- ,� , � � � - 19671�ST SW � I I S' � � 1967H ST SW � 3� � 3 � � � � I �� '�� Q � I I � �� 200 ST SW � I � _ �_� 007H ST SW -{ N I L��I - I2Li2_N_D ST SW I � �� ^ _� r � N�sT sw 1 rll TI I I -� � I- I � i _ �_203RD �SW i I � - �� 2 47H ST SW � �3 � l 2 l ��j/ _ � �� or 99 � -�� J -1- � ��o +��sT l l S/TE " I I _ i- � Ir 3 208TF1 ST SW _� _ �� - � � � ��I. � � � � � � 1 � N� � I I � � 1 7H ST W - I o. ' \T/� � � �! �2121N I T SW -� � � / _`O� I I � ,�qr � _ �� _ � L_, I PROJECT TEAM OWNER /APPL/CANT SELECT HOMES 16531 13TH AVENUE W. �,EA 107 LYNNWOOD, WASHINGTON 98037 (425) 742-6044 EMA/L: KA YLA. CLARKCs�0UTL00K. COM CONTACT.• KAYLA CLERK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 M/LL CREEK, WA 98082 (425) 512- 7099 CONTACT.• DARREN J. R/DOLE S/TE DATA V/C/N/TY MAP SCALE.• 1 " = 2, 000' C/V/L ENG/NEER 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMA/L: ROBLC�4AMENG/NEER/NG/NC.COM CONTACT.• ROB L. LONG, PE SITE ADDRESS: 7922 203RD ST SW EDMONDS, WA 98026 TAX PARCEL lD NUMBER: 27041900112700 TOTAL SITE AREA: 12,941 SF (0.30 AC) EXIST/NG ZON/NG: RS-8 AGENC/ES/UT/L/T/ES JUR/SD/CTION CITY OF EDMONDS WATER D/STRICT CITY OF EDMONDS SEWER DISTR/CT CITY OF EDMONDS SCHOOL DISTR/CT EDMONDS SCHOOL D/STRICT N0. 15 F/RE D/STRICT SNOHOM/SH COUNTY F/RE D/STRICT N0. 1 TELEPHONE Z/PLEY ELECTRICAL SNOHOM/SH COUNTY PUD ND. 1 GAS PSE GARBAGE REPUBLIC SERVICE CONSERVAT/ON SUBD/V/S/ON DES/GN (EDC 20.75.048) *SETBACK REQUIREMENTS.• STREET SETBACK M/M/NUM = 15 FEET Per PLN2021-0039 REAR SETBACK M/N/MUM = 10 FEET SIDE SETBACK M/N/MUM = 5 FEET * PER EDC 20.75.048(B)(1) CONSTRUCT/ON SEQUENCE 1. REVIEW TEMPORARY EROSION AND SED/MENT CONTROL NOTES. 2. CALL FOR UT/L/TY LOCATES. 3. INSTALL TESC MEASURES AND MA/NTA/N DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEER/NG INSPECTOR. ALL TEMPORARY SED/MENTATION AND EROSION CONTROL MEASURES MUST BE /N PLACE AND /NSPECTED PR/OR TO ANY CONSTRUCTION OR SITE CLEAR/NG. EROSION AND SED/MENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MA/NTA/NED UNT/L PERMANENT VEGETATION lS ESTABLISHED. 5. ROUGH GRADE S/TE AS REQUIRED TO INSTALL DRA/NAGE FEATURES. 6. CLEAR, GRUB &ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRAD/NG. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 7. INSTALL UT/L/T/ES AND OTHER S/TE /MPROVEMENTS; INCLUD/NG FRONTAGE /MPROVEMENTS. 8. STAB/L/ZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REI/EGETATION OF ENT/RE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. FINAL OF SFR SHALL NOT BE APPROVED UNTIL ALL IMPROVEMENTS FOR SHORT PLAT PLN2021-0039 ARE COMPLETE. bId2021-1719 SHEET / NDEX 1 SP-01 S/TE DEVELOPMENT PLAN Z TP-01 CLEAR/NG, GRAD/NG &TESC PLAN 3 GN-01 GENERAL NOTES � DETA/LS I Know what�s b£��1N. �� he#ore you diy, BLD 202�- � 7�9 APPROVED FOR CONSTRUCT/ON C/TY OF EDMONDS DATE: 7/20/2022 �� BY CITY ENGINEERING DIVISION ENGINEERING, INC. Civil Engineering /Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM o_ 0� � 2 2 2 U U U � � � U U U ii Lu o NN � N "' N 0 J Q Z � Q RES V a J Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES JDEPARTMENT 0� W � W I�� r � a o� C � 1 C' � O � o � �CvN W �� W o � �� W m W �� Q �� O 1 �� O C Q �1 �� C� 0 �� i, V ytl � WA �� O ti�� o '� z .� 38608 �'CL% �� 'GISTER�'� \�'IO�re1. �� 7/7/ZZ ENG/NEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.• SCALE.• 12/20/21 AS NOTED JOB N0: 20-020 SHEET.• SP-0 � SHT �% OF NE 1/4, SEC 19, TWP 27N, RGE 4E, W,M, UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1} AREAS (SEE NOTE 1) .'' INSTALL TEMPORARY SEDIMENT TRAM % I �^ I I FOR CA TCH BA S/NS PER CITY OF EDMONDS STD DWG NO ER-902 i (SEE DETAIL ON SHT GN-Ol) I ' ---SD---�-SD` � _ ® �� -G----G--L--- � SD � �� --SD --SS-�---SS-G'- (��S C-�� / 1 / � 1 + _ - �14+00 -1- � -T - - � � ---�W---_ � --,-- I W-- � ----�------w �- --z�-- � �\ �i PART OF THE 203RD ST SW SHORT PLAT (PLN2021-0039) CONSTRUCT STABILIZED TEMPORARY CONSTRUCTION ENTRANCE PER CITY OF EDMONDS STD DWG NO ER-901 (SEE DETAIL ON SHT GN-01) RETA/N/NG WALL TO BE lHt ZU3KU Sl 5W SHUKI PLAT (PLN2021-0039) EXISTING TREES TO REMA/N (TYP) TREE PROTECTION J � FENCING AS REQ D ��J I I�1 �� ORANGE PROTECTIVE BARR/ER i _ FENCING SHALL BE PLACED \-' AROUND FOOT/NG DRYWELL ` AREA AFTER /NSTALLATION. �� `��,, 1� _ I FENCE TO BE REMOVED ® i /` COMPLETION OF HOUSE � y- _ ` CONSTRUCTION i I'� _� � f%T/7�7�711/%1 �� / i ��'� I ` \� � V � � � � i � 1 \ � I �iL�� a , � - \� C� - - �� '_-__-, Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. �, �a �� o � N I � �N N N 0 ^ J 13 N � o� N O co � O � O N k i N�Z -�- --- ��/-�------------y-------- G----G--- �= �� :'-----SS-- ��SS- G-�--G--�=-G----G 203RD S,�'` SW i I I �i / 15+00 II I I � -- �- �L - �I - � - cn __-I r�� -I i I I, 1 �. ---SD L--SD i�-SD-T---SD--- LSD--- W---TW-� --W-��W--r-I--W----W-�--W L-------- �-----� �---------- --J I �i-- `\ � - / � ��I � � I � � i ,' � / _ _ � � �l �� wM -- �' �L _-- ®�---------- � I � �� I -� I � I `�� i � � � c' � � I � �� i l l I I/ � �` 2 � � �i � _ __ �� V � � i •"� �"J ' ,�� ` ^� �� , �� LOT 1 CLEAR/NG L/M/TS (TYP) SHORT PLAT S-99-167 A,F. NO, 200007055001 F/LTER FABRIC FENCE PER C/TY OF EDMONDS STD DWG N0. ER-900 (SEE DETAIL ON SHT GN-01) LOT 2 TREE RETENTION/M/T/CATION AREA (CROSS -HATCHED AREA) SEE PHASED LOT 2 TREE REPLACEMENT PLAN (PER ECDE 23.10.060.3. A) N SCALE.• 1 " = 20' 0 10 20 40 TESC NOTE INSTALL AND MA/NTA/N ALL TESC MEASURES ACCORD/NG TO APPROVED PLANS, EDMONDS STANDARD DETAILS, AND THE SWPPP. CONTRACTOR lS RESPONS/BEE FOR MAINTENANCE AND ADJUSTMENTS TO TESC MEASURES AS NEEDED. SO/LS NOTE ALL D/STURBED SO/LS W/LL BE COMPOST AMENDED PER COE STD DETA/L SD-642. TREE PROTECT/ON NOTES 1. ANY WORK /NS/DE THE DR/P L/NES OF EXIST/NG TREES MUST TAKE PLACE /N ACCORDANCE W/TH ECDC 23.10.070. 2. TREE PROTECTION MEASURES DURING DEVELOPMENT.• A. PRECONSTRUCTION MEETING REQUIRED. PRIOR TO THE COMMENCEMENT OF ANY PERMITTED CLEAR/NG AND GRADING ACTI VI TY, A PRECONSTRUCTION MEETING SHALL BE HELD ON SITE W/TH THE PERMITTEE AND APPROPR/ATE CITY STAFF. THE PROJECT SITE SHALL BE MARKED IN THE FIELD AS FOLLOWS.• 1. THE EXTENT OF CLEAR/NG AND GRAD/NG TO OCCUR,• 2. DEL/NEATION AND PROTECTION OF ANY CR/T/CAL AREAS AND CR/T/CAL AREA BUFFERS W/TH CLEAR/NG L/M/T FENCING,• 3. FLAGGING OF TREES TO BE REMOVED AND TAGS ON TREES TO BE RETA/NED; AND 4. PROPERTY L/NES. B. PLACING MATER/ALS NEAR TREES. NO PERSON MAY CONDUCT ANY ACTIVITY WITH/N THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMA/N, INCLUD/NG, BUT NOT L/M/TED T0, OPERAT/NG OR PARK/NG EQUIPMENT, PLACING SOLVENTS, STOR/NG BUILD/NG MATER/AL OR STOCKP/L/NG ANY MATER/ALS, OR DUMP/NG CONCRETE WASHOUT OR OTHER CHEMICALS. DUR/NG CONSTRUCTION, NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR PROTECTION. C. PROTECT/VE BARR/ER. BEFORE DEVELOPMENT, LAND CLEAR/NG, GRAD/NG, F/LL/NG OR ANY LAND ALTERATION, THE APPL/CANT SHALL: 1. ERECT AND MA/NTA/N READILY VISIBLE TEMPORARY PROTECTIVE TREE FENCING ALONG THE LIMITS OF DISTURBANCE WHICH COMPLETELY SURROUNDS THE PROTECTED AREA OF ALL RETA/NED TREES, GROUPS OF TREES, VEGETATION AND NA TI VE SOIL. TREE PROTECTIVE FENC/NG SHALL BEAM/N/MUM HE/GHT OF THREE FEET, l/lS/BEE AND OF DURABLE CONSTRUCT/ON; ORANGE POLYETHYLENE LAM/NAR FENCING lS ACCEPTABLE. 2. INSTALL HIGHLY VISIBLE S/GNS SPACED NO FURTHER THAN 15 FEET APART ALONG THE ENTIRETY OF THE PROTECTIVE TREE FENCING. SA/D SIGN MUST BE APPROI/ED BY THE D/RECTOR AND SHALL STATE, AT A M/N/MUM, "TREE AND SO/L PROTECTION AREA, ENTRANCE PROH/SITED, "AND PROVIDE THE CITY PHONE NUMBER FOR CODE ENFORCEMENT TO REPORT VIOLATIONS 3. PROHIBIT EXCAVATION OR COMPACTION OF SOIL OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE BARRIERS; PROV/DED, THAT THE D/RECTOR MAY ALLOW SUCH ACTI VIT/ES APPROVED BY A QUAL/F/ED PROFESSIONAL AND UNDER THE SUPERVISION OF A QUALIF/ED PROFESSIONAL RETA/NED AND PAID FOR BY THE APPLICANT. - 4. MA/NTA/N THE PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE DIRECTOR AUTHORIZES THE/R REMOVAL. 5. ENSURE THAT ANY APPROVED LANDSCAPING DONE IN THE PROTECTED ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH MACHINERY FROM OUTSIDE THE PROTECTED ZONE OR BY HAND. 6. L/M/T THE T/ME PERIOD THAT THE CR/TICAL ROOT ZONE lS COVERED BY MULCH, PLYWOOD, STEEL PLATES OR SlM/EAR MATER/ALS, OR BY LIGHT SO/LS, TO PROTECT THE TREES CRITICAL ROOT ZONE. 7. IN ADDITION TO THE ABOVE, THE DIRECTOR MAY REQUIRE THE FOLLOW/NG: A. lF EQUIPMENT /S AUTHOR/ZED TO OPERATE W/TH/N THE PROTECTED ZONE, THE SOIL AND CR/TICAL ROOT ZONE OF A TREE MUST BE COVERED WITH MULCH TO A DEPTH OF AT LEAST SlX /NCHES OR WITH PLYWOOD, STEEL PLATES OR SIMILAR MATER/AL IN ORDER TO PROTECT ROOTS AND SOIL FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. B. M/N/M/ZE ROOT DAMAGE BY HAND-EXCAVAT/NG A TWO -FOOT -DEEP TRENCH, AT EDGE OF CR/T/CAL ROOT ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETA/NED. NEVER RlP OR SHRED ROOTS WITH HEAVY EQUIPMENT. C. CORRECTIVE PRUN/NG PERFORMED ON PROTECTED TREES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING AcriwrY. D. MA/NTENANCE OF TREES THROUGHOUT CONSTRUCTION PERIOD BY WATER/NG AND FERTILIZ/NG. D. GRADE. 1. THE GRADE SHALL NOT BE ELEVA TED OR REDUCED WI TH/N THE CRI TICAL ROOT ZONE OF TREES TO BE PRESERVED WI THOUT THE DIRECTORS AUTHORIZATION BASED ON RECOMMENDATIONS FROM A QUALIFIED PROFESSIONAL. THE DIRECTOR MAY ALLOW COVERAGE OF UP TO ONE-HALF OF THE AREA OF THE TREES CR/TICAL ROOT ZONE W/TH L/GHT SO/LS (NO CLAY) TO THE M/N/MUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, lF lT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREES SURVIVAL. 2. lF THE GRADE ADJACENT TO A PRESERVED TREE /S RAISED SUCH THAT /T COULD SLOUGH OR ERODE /NTO THE TREES CRITICAL ROOT ZONE, lT SHALL BE PERMANENTLY STABILIZED TO PREVENT SOIL EROSION AND SUFFOCATION OF THE ROOTS. 3. THE APPLICANT SHALL NOT INSTALL AN /MPERVIOUS SURFACE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE TO BE RETA/NED W/TROUT THE AUTHOR/ZATION OF THE D/RECTOR. THE D/RECTOR MAY REQUIRE SPEC/F/C CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREES SURVIVAL AND TO M/N/M/ZE THE POTENTIAL FOR ROOT -INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 4. TO THE GREATEST EXTENT PRACTICAL, UT/L/TY TRENCHES SHALL BE LOCATED OUTS/DE OF THE CR/TICAL ROOT ZONE OF TREES TO BE RETA/NED. THE DIRECTOR MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ROOTS OF TREES TO BE RETA/NED lF THE DIRECTOR DETERM/NES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES - SURVI VAL. 5. TREES AND OTHER VEGETATION TO BE RETA/NED SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. CLEAR/NG OPERATIONS SHALL BE CONDUCTED SO AS TO EXPOSE THE SMALLEST PRACTICAL AREA OF SOIL TO EROSION FOR THE LEAST POSSIBLE T/ME. TO CONTROL EROSION, lT lS ENCOURAGED THAT SHRUBS, GROUND COVER AND STUMPS BE MA/NTA/NED ON THE INDIVIDUAL LOTS, WHERE FEASIBLE. 6. THE DIRECTOR MAY APPROVE THE USE OF ALTERNATIVE TREE PROTECTION TECHN/QUES lF THOSE TECHN/QUES PROVIDE AN EQUAL OR GREATER DEGREE OF PROTECTION THAN THE TECHN/QUES L/STED /N TH/S SUBSECTION. E. DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR RETENTION. UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN} AREAS 11�1,��i��i�>§�il��le�,i,��,h�l�' 2" ORGANIC MULCH UNDISTURBED TURP/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33�. AREAS EXCEEDING 33q SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD. GRASS: SEED OR SOD 3" OF COMPOST =111�1�11=111J11III�`III MITI"-�'lll"-EI�III-1111�"III�II 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5'• OF SITE SOIL AMENDED tlli 111�11=III=III=�� - I I� I C� 11=1 I I -III -I i I -III=11�11�11=III=III I T I=1 11=i I C I I -III -I 11=1 I INTO 6.25" OF SITE SOfL (TOTAL (TOTAL DEPTH OF 9.5", FOR A I --iII�IC�IC--III-III-I!I I d l=1 I I=i I �I I I=1! 1=f I1=1I 1=1 11= 11=1 11=1 11=I 11=1 I I1=111=1I �I I C=! 11=1 I1=1 I I III-III-ill=ill-III-III-II 11=1 I l=1 I I 11=1 11=1 I I AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SETTLED DEPTH OF 8") j � III � � I L-I -I i- 11=1 f I -I I -I � � fL-fT�- -JAI_-I I I I-ll-� �Ii � s" II�IIIi = i II SUBSOIL SCARIFIED 4° BELOW � i�'�r /\ \/\ / /\ \ /\\/ � SUBSOIL SCARIFIED 4° BELOW COMPOST AMENDED LAYER COMPOST AMENDED LAYER i� ' \/ \/ �//\ \ BELOW 501E SURFACE) (12° BELOW SOIL SURFACE} / /\� (12" _�, / 1 � / OPTION 2 AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS �i�� j 6 `d h ` 1. AREAS OF NO DISTURBANCE SHALL BF FENCED ANp EXISTING 2° ORGANIC �i�� i � //��/��/�� i� >�h��kp��(rt��„"I�^�a��l��✓�� - GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH � ,�/� , � ,/� 0' OR SOD PROTECTED FROM CONSTRUCTION �L��IHIi ITI=1 I I -I 11=1 11=1 i I -I 11=1 � H11�11=III=IIHIHII I I I=i I �I I �I I I-1 11=1 11=1 I I IMPACTS. 6" IMPORTED I� I E I �I I I=1 I I=1 I I=1 III=111�111=III=1i1=11F 11�1�11�11=III-III=11 I I=1 I I=1 I I� I L=III=1 I I=1 I III=il�l�ll=Ili=III=III 1=III=111�11=1fl=III=iI 6" IMPORTED 2. TO MEASURE sETTLED DEPTH, WATER 501E SUFFICIENTLY TO TOPSOIL MIX III-II�III-III-ITI-II I I I C I �' I I-i I I-III=1 II-II�III�II�T-III-I I=1 I I=1 I l� I I i t-III-i I TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED ,-1 I,-�II I,�,L J� J1 � I - -I II(f I l 11=�-1�-- I �= j�l-�il=]T� (COMPACTED CAUSING EROSION. DEPTH) �L��- 1�-III- Hl��l 6 i`I_11 I III DEPTH) -Il1 i� \ \ _11 =1f:,'' � ' I- -I ' 3. COMPOST SHALL MEFT SPEG. 1- �Il�i/\ I _I-. --I' ''1= REQUIREMENTS IN THE 2017 SUBSOIL 15 SCARIFIED 6" -1� �I� I 1-=1''�/\ _ y � \�� ;:� 11- -T `_ -I' 'I. I � SUBSOIL IS EDMONDS STORMWATER ADDENDUM (CHECKLIST 7). ,�. i, �\�1.1- SCARIFIED 6" BELOW IMPORTED - , ;� \ I: ' �� j'�j/� � � ' BELOW 4. COMPACTION OF TOPSOIL WHERE TOPSOIL MIX -" '-%��% < 1 2" \\j/ /\ \ r;. IMPORTED TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX} , OF THE MAXIMUM DRY DENSITY OPTION 3 IMPORT TOPSOIL (ASTM DD1155) PROCTOR TEST CITY OF EDMONDS POST CONSTRUCTION SOIL QUALITY AND DEPTH REVISION DATE APRiL 2021 `sr. 1sy., H = 3' Max. PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 6 42 Driveway Surcharge P• °.P o'P o•P o•P o'P Vo'P•Vo'P o'P o•P o' o•o.o. �o • �o • �o • �o • �o • •o • �o • �o • �o • •O� •O'O •OQ •OQ •OP •OO •OQ •O� •O Wall Blocky •° a_°9'.b.oQ..b�..a.o9..b.�..�.�..��..a.�.a.°Q..a.�. {18" Min. 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No. 7572.01 Checked HTW Date April 2022 Plate MB1 BLOCK WALL TO BE CONSTRUCTED AS PART OF SHORT PLAT 2021-0039. �7ETA/L HAS BEEN ADDED FOR /NFORMA 710NAL PURPOSES ONL Y FINAL OF SFR SHALL NOT BE APPROVED UNTIL ALL IMPROVEMENTS FOR SHORT PLAT PLN2021-0039 ARE COMPLETE. what below. aII be#nr�y�u BLD202�- �719 APPROVED FOR CONSTRUCT/ON C/TY OF EDMONDS 7/20/2022 DATE: �� BY CITY ENGINEERING DIVISION ENGINEERING, INC. Civil Engineering /Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM O_ � Z Z Z � � � U U U � � � U U U Lu O NN \ N M N Z N � O �+ Q V � RES V a y Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O � `1 o N O Z C� N Q y W o t� �Wm w y Q y O W � W 0 O N � ytl � WA �� O ti�� o '� z d 38608 �'CL% �� 'GISTER�'� I�[e1/.9��:�J 7/7/ZZ ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.• SCALE.• 12/20/21 AS NOTED JOB N0: 20-020 SHEET.• TP-0 � SHT Z OF NE 1/4, SEC 19, TWP 27N, RGE 4E, W,M, GENERAL NOTES � � ga �� o � N I � �N N N 0 ^ J 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" FILTER FABRIO MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RING5 TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS � WERE MESH FENCE F�BRICPPORT FILTER BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS �`, PUBLIC WORKS STANDARD DEPARTMENT DETAIL �\sf 189� APPROVED BY: R. ENGLISH ER-90O w Z J Z � � RESIDENCE ii � 0 � w CLEANOUT o- � WITH 45' BFNp ANp CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT {WYE WITH CAP � -� AND CLEANOUT COVER} AND z CONCRETE LEVELING COLLAR � � �' � p `n 12" LOCKING COVER a � SEE NOTE 3 12"t FINISHED GRADE w o FNp OF PIPER GRIPPER PLUG \�\%i � \\ii�`i�\%�\%�\/�\\�\%i�� a � � � (CHERNE 27061 OR APPROVED EQUAL) T a c� WATER TIGHT CAP \�\ � r\ � \\�\\/\\/\\�\\/\\'• �\ i\ is i, i\ RISER LEVELING COLLAR 45' sEE NOTE 4 45' 12" PVC SLEEVE �. 6" RISER 4" OR 6" SipE SEWER �� GENERAL_ CLEANOUT DETAIL 6" WYE AND � 45' BEND r 6" CITY STUB 1 4" OR 6" J 12' LOCKING COVER SIDE SEWER CLEANOUT DETAIL � � � SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT � ice, � � LEVELING COLLAR NOTES• j a � w a s„ SEE NOTE 4 � a v � ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. ' 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3.SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVG PRODUCT #04366102 OR APPROVED EQUAL. sLEEVE 6" RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: END OF PIPE GRIPPER PLUG (CHERNE 270261 IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR �� REVISION DATE CITY O F E D M O N D S SEWER CLEANOUT DETAILS FEBRUARY 2022 STANDARD PUBLIC WORKS DEPARTMENT Fs t 18 ° 0 c-DETAIL J S- 2 O O APPROVED BY: R. ENGLISH _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: iO THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 ATB DRIVEWAY RAMP AND/OR SITE ACGESS ROAD 15' WIDE MIN. SE1= TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THIr ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THfS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TD LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPWG DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPACES* < 1/4 ACRE 34 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 * PROV3DE ATS DR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN � REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL i �sf 189d APPROVED BY: R. ENGLISH ER-9U1 DOWNSPOUT � SLOPE 0' (MIN} -GUTTER 1D' (MIN) pDWNSPOUT ANp CLEANOUT J � LOP � PLAN NTS 1'(MiN) OBSERVATION PORT COVER (PLASTIC BOX COMPACTED BACKFILL MARKED "DRAIN") 6" (MIN} I=1 =III=1 I I fl-III_ ! 1TI=I I 1=11k1 I��III -illli - � i � 4" (MIN) PVC UNDERDRAIN PIPE PER WSpOT SPEC. 9-05.1 (6), LAip LEVEL � Od o GEOTEXTILE, SEE N07E 2 o�°� C$ � 1' (MIN) ABOVE SEASONAL � HIGH GROUNDWATER TABLE, �24" OR HYDRAULICALLY (MIN) RESTRICTIVE LAYER - SECTION A NTS - - CLEANOUT (TYP) PER STANDARD DETAIL SD-619, SEE NOTE 1 10' (MIN) LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE I� _ a OBSERVATION PIPE I MARKING CENTER 'o OF DRY WELL I -5' (MIN) _ TO STORM DRAINAGE SY57i=M J 5' (MIN}. �' �-�,�y TO STORM DRAINAGE SYSTEM ' 10 (MIN} LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE TEST PLUG SLaP� _ � OBSERVATION WELL, z SEE NOTE 4 N WASHED DRAIN ROCK, SEE NOTE 3 GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STDRMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING RODE AREA. NOTES: 1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(6}, PERFORATED PVC UNDERDRAIN PIPE. � REV€SION DATE CITY OF EDMONDS TYPICAL PERFORATED APRIL 2021 STUB -OUT CONNECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t 1g9� APPROVED BY: R. ENGLISH S D - 639 6" M/N DEPTH SET DEPTH AS REQD FOR POSITIVE FLOW FROM WALL/HOUSE FOOTING DRA/N fiReriabric .- �- ., oompacied backCill � .Ar.. ' '� 4" rigid or 6' flexible 9 44 O Ov O � �rf�Bd ply 24' o D , D 0 4 G D O 12' �° v °� � 4 n p �o washed rock BL1Qon�0o4aa 1 1!2"-314' A q �- 24'� sEcnon� a �S RETA/N/NG WALL /FOOT/NG DRA/N DRYWELL TRENCH NOT TO SCALE SIN GRATE FILTER SOCK WITH OVER FLOW HOLES (n'P) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL I EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. �_ REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2019 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS sTANDARD DEPARTMENT DETAIL s+ IgcTO APPROVED BY: R. ENGLISH ER-7OZ TESC NOTES 1. ESC M/N/MUM REQUIREMENT -CONSTRUCTION ACCESS ROUT, CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, L/MI TED TO ONE ROUTE. ACCESS POINTS SHALL BE STAB/L/ZED W/TH QUARRY SPACES OR CRUSHED ROCK TO M/N/M/ZE THE TRACK/NG OF SED/MENT ONTO PUBLIC ROADS. lF SED/MENT lS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVEL/NG OR SWEEP/NG AND BE TRANSPORTED TO A CONTROLLED SED/MENT DISPOSAL AREA W/THIN 24 HOURS. STREET WASH/NG SHALL BE ALLOWED ONLY AFTER SED/MENT lS REMOVED /N TH/S MANNER. 2. ESC M/N/MUM REQUIREMENT-STAB/L/ZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND D/STURB/NG ACTIVITIES SHALL BE STAB/L/ZED BY SUITABLE APPLICATION OF BMPS, INCLUD/NG, BUT NOT L/M/TED, SOD, HYDROSEED/NG, OR OTHER VEGETATION, PLASTIC COVER/NG, OR MULCH/NG. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MA/NTA/NED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STAB/L/ZED ACCORD/NG TO AN APPROVED T/METABLE. (TYPICALLY, NO SOILS SHALL REMA/N EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APR/L 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC M/N/MUM REQUIREMENT -PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPR/ATE USE OF VEGETATIVE BUFFER STR/PS, SEDIMENT BARRIERS OR FILTERS, D/KES OR MULCHING OR BY A COMB/NATION OF THESE MEASURES AND OTHER APPROPR/ATE BMPS. 4. ESC M/N/MUM REQUIREMENT- MA/NTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MA/NTA/NED BY THE OWNER TO ENSURE CONT/HUED PERFORMANCE OF THE/R /NTENDED FUNCTION. ALL MA/NTENANCE AND REPA/R SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC M/N/MUM REQUIREMENT -OTHER BMPS. AS REQU/RED BY THE CITY, OTHER APPROPR/ATE BMPS TO M/TIGATE THE EFFECTS OF /NCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SED/MENT CONTROL REQUIREMENT- UNDERGROUND UT/L/TY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOW/NG: a. EROSION CONTROL FOR EXCAVATED AND STOCKP/LED MATER/ALS,• b. THE PLACEMENT OF EXCAVATED MATER/AL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES,• c. TRENCH DEWATER/NG SYSTEMS (MUST D/SCHARGE /NTO SED/MENT TRAPS, SED/MENT PONDS, OR OTHER ACCEPTABLE MEANS); d. TRACK/NG AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING,• e. DAILY CLEANUP AND STREET MA/NTENANCE. 7. ADDITIONAL ESC MINIMUM RE UIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT Q THAT INCLUDED LAND DISTURB/NG ACTT VI TIES OF GREA TER THEN, OR EQUAL T0, ONE ACRE /N ADDITION TO MEETING THE M/N/MUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC M/N/MUM REQUIREMENT DELINEA TE CLEAR/NG AND EASEMENT LIMITS. IN THE F/ELD, MARK CLEAR/NG LIMI TS AND/OR ANY EASEMENTS, SETBACKS, SENS/Tll/E/CR/TICAL AREAS AND THE BUFFERS, TREES AND DRA/NAGE COURSES. 9. ESC M/N/MUM REQUIREMENT-SED/MENT TRAPPING. PRIOR TO LEAV/NG THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH ASED/MENT POND OR SED/MENT TRAP, OR OTHER APPROPR/ATE BMPS. SED/MENT PONDS AND TRAPS, PER/METER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A F/RST STEP /N GRAD/NG. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVIT/ES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, D/KES, AND Dll/ERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC M/N/MUM REQUIREMENT -CUT AND F/LL SLOPES. CUT AND F/LL SLOPES SHALL BE DESIGNED AND CONSTRUCTED /N A MANNER THAT WILL M/N/M/ZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT N0. 2. 11. ESC M/N/MUM REQUIREMENT -CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES /N THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT S/TE. 12. ESC M/N/MUM REQUIREMENT-STAB/L/ZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DES/GNED, CONSTRUCTED AND STAB/L/ZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STAB/L/ZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS 13. ESC M/N/MUM REQUIREMENT -STORM DRA/N /HEFT PROTECTION. ALL STORM DRA/N /HEFTS MADE OPERABLE DUR/NG CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT F/RST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC M/N/MUM REQUIREMENT -REMOVAL OF TEMPORARY BMPS ALL TEMPORARY EROSION AND SED/MENT CONTROL BMPS SHALL BE REMOVED WITH/N 30 DAYS AFTER F/NAL SITE STABILIZATION lS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SED/MENT SHALL BE REMOVED OR STAB/L/ZED ON SITE. DISTURBED SOIL AREAS RESULT/NG FROM REMOVAL SHALL BE PERMANENTLY STAB/L/ZED. 15. EROSION AND SED/MENT CONTROL REQUIREMENT-DEWATERING CONSTRUCTION S/TES DEWATER/NG SYSTEMS SHALL D/SCHARGE /NTO A SED/MENT TRAP OR SED/MENT POND. 16. EROSION AND SED/MENT CONTROL REQUIREMENT -CONTROL OF POLLUTANTS OTHER THAN SED/MENT ON CONSTRUCT/ON S/TES ALL POLLUTANTS OTHER THAN SED/MENT THAT OCCUR ON SITE DUR/NG CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE CONTAM/NATION OF STORM WATER. 17. EROSION AND SED/MENT CONTROL REQUIREMENT-F/NANC/AL L/AB/L/TY. PERFORMANCE BOND/NG, OR OTHER APPROPR/ATE F/NANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]. 1. ALL MATER/ALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETA/LS, THE FOLLOW/NG SPEC/FICAT/OHS AND CODES, AND ALL OTHER APPL/CABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPEC/F/CATIONS FOR ROAD, BR/DGE AND MUN/C/PAL CONSTRUCTION - 2012 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASH/NGTON (AS AMENDED IN DECEMBER 2014) 2. STANDARD PLAN AND TYPE NUMBERS lND/GATED ON THESE DRAW/NGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION /S /N PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERN/NG AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF 'AS -BUILT" DRAW/NGS AND SHALL SUMMAR/ZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAW/NGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAW/NGS SHALL BE SUBM/TTED TO THE CITY OF EDMONDS PR/OR TO F/NAL APPROVAL OF THE BUILD/NG OCCUPANCY/F/NAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK /NFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTA/NED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROX/MATE ONLY AND NOT NECESSAR/LY COMPLETE. lT /S THE SOLE RESPONS/B/L/TY OF THE CONTRACTOR TO INDEPENDENTLY VER/FY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VER/FY LOCAT/ON, DEPTH, SIZE, TYPE AND COND/TION OF EX/STING UT/L/TY L/NES AT CONNECTION OR CROSSING POINTS BEFORE TRENCH/NG FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENG/NEER SHALL BE NOT/F/ED /MMED/ATELY OF CONFLICTS THAT AR/SE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DUR/NG CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL l/ER/FY ALL COND/TIONS AND D/MENSIONS AT THE PROJECT S/TE BEFORE START/NG WORK AND SHALL NOT/FY OWNERS REPRESENTATIVE OF ANY D/SCREPANCIES. 1 D. P/PE LENGTHS WHERE SHOWN ARE APPROX/MATE AND MAY CHANGE DUE TO FIELD CONDITIONS 11. CONTRACTOR SHALL OBTA/N A COPY OF THE GEOTECHNICAL REPORT (WHERE APPL/CABLE) AND SHALL THOROUGHLY FAM/L/AR/ZE H/MSELF W/TH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED /N STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL F/LL MATER/AL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS /N ALL AREAS WHERE RA/N GARDENS, lNF/LTRAT/ON OR PERVIOUS PAVEMENT lS TO BE PLACED SHALL BE DEL/HEATED AND PROTECTED AT ALL T/MES FROM COMPACTIOE ACTIVIT/ES (l.E. HEAVY EQUIPMENT, STOCKP/L/NG). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL F/LL. lF SOIL lS DISTURBED, SOFT, LOOSE, WET OR /F ORGAN/C MATER/AL /S PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE W/TH COMPACTED STRUCTURAL F/LL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCH/TECTURAL DRAW/NGS FOR D/MENSIONS AND LOCAT/OHS OF BUILD/NGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCH/TECTURAL DRAW/NGS FOR PER/METER FOUNDATION DRA/NS. FOUNDATION DRA/NS SHALL BE INDEPENDENT OF OTHER SITE DRA/N LINES AND SHALL BE TIGHTLINED TO THE STORM DRA/N SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERW/SE APPROVED BY THE ENG/NEER. 18. ALL ROOF DRA/NS, CATCH BASINS AND OTHER EXTERNAL DRA/NS SHALL BE CONNECTED TO THE STORM DRA/NAGS SYSTEM, UNLESS NOTED OTHERW/SE. 19. ALL FOOTING DRA/NS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRA/NAGE SYSTEM OR /NDIVIDUAL DRYWELLS. 20. CONTRACTOR SHALL OBTA/N AND PAY FOR ALL PERMITS REQUIRED FOR /NSTALLATION OF ALL SITE IMPROVEMENTS lND/GATED ON THESE DRAW/NGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTA/NED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO F/NAL CONSTRUCTION ACCEPTANCE, PR01/lDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMA/LED TO JEFF.KOBYLKCs�EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A M/N/MUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THE/R PRECONSTRUCTION COND/T/ON IN ACCORDANCE W/TH APPROPR/ATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STAB/L/ZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONS/TE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL T/MES BY SWEEP/NG. WASH/NG OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT /S NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND /MPORT OF SO/L AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF F/NISHED GRADE SHALL BE CONSTANT BETWEEN F/NISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. F/NISHED GRADE SHALL SLOPE AWAY FROM BUILD/NG WALLS AT M/N/MUM 59 SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL /NSTALL AND MA/NTA/N SHOR/NG AND BRACING AS NECESSARY TO PROTECT WORKERS, EXIST/NG BUILD/NGS, STREETS, WALKWAYS, UT/L/T/ES AND OTHER EX/ST/NG AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGA/HST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHOR/NG AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTA/N APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE /NTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR EL/M/HATE ANY HYDRANTS W/TROUT F/RST OBTA/N/NG WR/TTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS W/TH THE AFFECTED OWNERS AND APPROPR/ATE UT/L/TY COMPAN/ES CONNECT/OHS TO EX/ST/NG UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERN/NG SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXIST/NG UT/L/TY L/NES /N SERI/lCE WH/CH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPA/RED AT CONTRACTOR'S EXPENSE AND /NSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTATIVE PR/OR TO BACKF/LL/NG. 33. NEW UT/L/TY LOCATIONS ARE GENERALLY SHOWN BY D/MENSION, WHERE NO D/MENSIONS ARE /NDICATED, LOCATIONS MAY BE SCALED FROM DRAW/NGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTA TI VE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITH/N THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 959: COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW P/PE CLEARS AN EX/ST/NG OR NEW UT/L/TY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UT/L/T/ES. 37. SEE MECHAN/CAL DRAW/NGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITH/N THE BUILDING. 38. SEE ELECTRICAL DRAW/NGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAW/NGS (WHERE APPLICABLE) FOR S/TE /RRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. FINAL OF SFR SHALL NOT BE APPROVED UNTIL ALL IMPROVEMENTS FOR SHORT PLAT PLN2021-0039 ARE COMPLETE. BLD202�- �719 Know what"5 b��OW. Call before yvu did. APPROVED FOR CONSTRUCT/ON C/TY OF EDMONDS 7/20/2022 DATE: �� BY CITY ENGINEERING DIVISION ENGINEERING, INC. Civil Engineering /Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM o U � 2 2 2 � � � U U U � � � U U U Lu o NN � N "' N N � � Z O y y J I � RES��s Q � Jul 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O O ,� o N O Z v N Z yW° •I � W W I� o Z y � W O O O O N � V ytl � WA �� O ti�� o '� z d 38608 �'CL% �� 'GISTE��'� 7/7/ZZ ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.• SCALE.• 12/20/21 AS NOTED !ILU.I��I�� 20-020 SHEET.• GN-01 SHT 3 OF 3