2320 RAILWAY AVE Easements & Agreements 2023-03-31

1-� i I I I _ _s _ �4 _ _ cg - g5 -_ _ - 50 -�.-_ •• Sg _. _ - yg _ .�._._. �.. .- � --_ _ SS - -.._ 05 -.._ .- 7 S$. S r5.cq 55 .ZS�_�E$.._ cy c}g5 ._ ... C� N:363256.57 E:1311008.0 .-- ice- _ 5: _K- w w w w w w�� w w w w w w �1�— w w —7w w. w L1- [ } LF �_- 3 — ---Q --z ] 1-- --CJ- - 6 - ---- - SS -- ss ... - ,-5s A SS- t�t S - S5QO i _. y�,,p,�� ❑ L?— � t S5 7 S -_ C _.. ._ - �y-- Ytf �'" c' _. __• - h`.,_,..- c. - _ Ss 4 ;c _. _ SS _ .,5 �.—. 5 _ N:362835.06. , S -- —s s _ _ S- _ _ - OBTAI TEN M _ _ARY �t --, yJ�+� - _ <�r� s -y - - - SS - - __ 55 - - SS `�- ' - Ss S '-_-�-SS S- ---` i5 ._... <.t .. - > - '_ 45 ._ _ 5° _ 45 _. SS _ _ 55 - � i _ - - E:13,1075.844; -SS - - - ss S s5 - - Y s CrONSTRUCTION EASEMENT; ! )SS - - -SS �s - ss e I 6 — S — S — S SEE NOT 11 THIS SHEET ,� _ n_ �S t '� S S L �S) — S — s — _ J •.. J _� � `_/ �� I � � 36325810 �J E:1311016.66 25 20 15 � I 3 10 8 I 5 S !I 34 WATER PROFILE i:I Permit #: PW1809-013 Site Address: 2320 RAILWAY AVE Owner: ERT LLC App. Date: 9/10/2018 Description: CONSTRUCTION OF RAILWAY AVE ROAD AND UTILITY IMPROVEMENTS Reviewed By. Date: Office Set Job Site Set Fire/Planning Set LEGEND PROPOSED FEATURES- -W WATER PIPING p FIRE WATER PIPING ERR IRRIGATION SERVICE 0 WATER METER N GATE VALVE ► THRUST BLOCK n CAP — — — LIMITS OF DISTURBANCE FM SANITARY SEWER FORCE MAIN ,<-I PIPE FITTING A FIRE HYDRANT -- -- -------------------�. ,------------ -- -- ��`---------- GENERAL NOTES -------------------- ------- ------ -------- - - - s - - - ss ss - s � s - - - ss - - - ss - - - ss ss ._ ..._ ss - - - es - - - ss _ - - ss - `;Y A 1 DISTRIBUTION. 1 FOR PROJECT NOTES RELATED TO WATER 5f r SEE SHEET CO _-�� `t5 �►� 2. ALL WATER PIPING 4" AND LARGER SHALL BE THRUST 1 BLOCKED PER DETAIL D1/C4.7. 3. ALL FITTINGS 6" AND LARGER SHALL HAVE MEGALUG RESTRAINED JOINTS. 4. THE BURIED UTILITIES ON THIS PLAN ARE SHOWN IN THEIR _ APPROXIMATE LOCATION WHERE KNOWN. OTHER EXISTING BURIED UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND HAVE THEIR LOCATION MARKED ON THE GROUND PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL PROTECT, OR IMMEDIATELY REPAIR, ANY DAMAGED UTILITY "DISCOVERED" NORTH ON THIS PROJECT WITHOUT ADDITIONAL COSTS. UTILITY PLAN HORIZONTAL SCALE: 1"=20' 5. ALL WATER MAINS AND FORCE MAINS SHALL MAINTAIN A SCALE:1"=20' 20 0 20 40 MINIMUM COVER OF 48" AND A MAXIMUM COVER OF 60". 6. ALL GATE VALVES SHALL BE INSTALLED WITH VALVE BOX AND EXTENSION PER Bi/C4.8. 7. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE ENCASED WITHIN A POLYETHYLENE WRAP FOR ANTICORROSION PURPOSES. 8. RESTRAINED JOINTS SHALL BE USED ON ALL VALVES, PIPING, AND FITTINGS ON STUBOUTS. 9. AVERAGE SPACING BETWEEN FIRE HYDRANTS ON ROAD FRONTAGE SHALL BE NO LESS THAN 400'. FIRE FLOW SHALL BE NO LESS THAN 1,750 GPM. 10. ANY PROCESS WATER SHALL FEED OFF OF THE DOMESTIC SERVICE. PROCESS WATER IS NOT PERMITTED FROM FIRE SERVICES. 11. TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE WITH CITY OF EVERETT REAL PROPERTY DIVISION. ■■■■■■■■■■■■■■■ ■■ ■■ ■ ■ ■■■■ ■■■■■■■■■■■ ■■ ■■ ■■ ■ MEN ■ ME ■ .■■. ■ 1101■■■�■■■■■■1�� MEN ■ ■■■■■�■■■■■.. ■ ■ ■■MONISM ■ ■■ �1■■�■■MEN .■■��■■■■■■■■■■■■■■.■■■■ NONE E .■ ■C�i■ ...■■■.. ■ ■■■■■■■■■ MEMO■■■■■ME ■■■■ ■ ■■■ ■ ■ ■ ■■■■■■■ ■■■■ ■........■. ■■ I ■ �J ■ ■ ■■ ■ ■■■■■ r ' ' ME No ■■■ ■■ ■■■■■ � ■■..■■■ ■■..■■■■■■■■■■ ■■■■ MEN M MM MEN III IN mom ■■ - ■■i��■-Ili ■ ■■■■■■■■■ . „ � ■■■■■■ ■■■ ■■� ■M ■M ■■■■■■■ ■■■■■■■■ ■ ■ ■■ ■■■■■� �■■■■■■■■�■■■■■M ■■■■■ ■■ ■.■■■ ■■� ■ ■■. ■ ■■ IN M ■ .■.-- �■ ■ on I■.. No. ■ ■ ■ ■ ■■■ ■ v „ w v Ww -WV V11.. JJTTV JJTGV JJTVV JLTGu JLYov WATER PROFILE SCALE:1"=20' JL"V JLtLU JZtUU 31+6u 31+6U 31+4U 31+ZU .51+UU .5U+80 30+60 25 20 15 10 5 30+40 0 HORIZONTAL SCALE: 1"=20' 20 0 20 40 5 0 5 10 VERTICAL SCALE: 1"=5' KEYNOTES 12"0 CL52 DUCTILE IRON (D.I) PIPE, SEE PLAN FOR LENGTH. BACKFILL WATER TRENCHING TO MATCH EXISTING GRADE. SEED DISTURBED AREA WITH EROSION CONTROL SEED MIX. (1) 90' 12"0 D.I. BEND WITH CONCRETE THRUST BLOCK (1) 12" GATE VALVE 4� CONTRACTOR TO POTHOLE AND DETERMINE ELEVATION OF EXISTING SANITARY SEWER. PROPOSED WATER MUST MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 1.5' ABOVE SANITARY SEWER. CLEARANCE MAY BE REDUCED TO 1.0'IF CONCRETE ENCASEMENT IS PROVIDED TO 10' ON EITHER SIDE OF CROSSING. (1) 12"0 D.I. MJ TEE WITH CONCRETE THRUST BLOCK (1) 12"xB" REDUCER (1) 8" GATE VALVE CAP AND ABANDON EXISTING WATER LINE. 7� APPROXIMATE LOCATION OF CONNECTION TO EXISTING WATER MAIN. CITY OF EVERETT WATER DEPARTMENT CREWS SHALL MAKE THIS CONNECTION AT OWNER'S EXPENSE PER A SEPARATE UTILITY PERMIT BASED ON A COST ESTIMATE PREPARED BY THE RECORD DRAWING This Record Drawing has been prepared, in part, based on "As -Built" information provided by others. Though the as-b ' information and this drawing are based on the be ailable informatio)3y no presumption should Zregding igs accuracy. „ Date Call 811 • • two business days before you dig N O W m M m N wo F > Y Y ef N Z O o o w a 0 a N ■ U C7 z V n N C J Z w > ; rn O M U)06 • is i< QQJ -- W j '^ c+F.WLu z W O r~p N Lu n v' Z J w m W U U Z a a Qp 00 2 W0n317) 3�m U z ir —Z0xZ m OU 0 W LLB W J O O W � a (L L 0 a z> WW zz z CL W•aiS� FH O SHEET NO.0 C4.6 PROJECT NO.i 17754