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HomeMy WebLinkAboutMap APPLICANT 7/2/2008 (2) NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161F DATED 1985-09-27 AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. 2. SOIL TYPE ON THIS SITE IS SALEM-URBAN LAND COMPLEX. 3. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI), TAX LOT 400 IS ZONED PUBLIC LAND & OPEN SPACE (PLO), TAX LOT 701 FALLS WITHIN THE URBAN GROWTH BOUNDARY AND IS ZONED HEAVY INDUSTRIAL (HI), THE REMAINING PROPERTIES WITHIN THE CITY LIMITS ARE ZONED HEAVY INDUSTRIAL (HI). 4. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C4. 5. ELEVATIONS BASED ON LANE COUNTY DATUM. A NOAA ROD IN CASE IN SIDEWALK; SOUTH OF MAIN STREET BETWEEN 25 TH AND 26 TH STREET. ELEVATION = 473.83. 6. THERE ARE NO LTD FACILITIES NEAR THE SITE. 7. THERE IS NO SIGNIFICANT VEGETATION ON THE SITE. 8. FIRE HYDRANTS ARE LOCATED AS SHOWN. SHEET INDEX C 1 SITE ASSESSMENT PLAN C2 SITE DEVELOPMENT PLAN C3 SITE GRADING PLAN C4 SITE UTILITY PLAN C5 STORM MANAGEMENT PLAN C6 CIVIL DETAILS C7 CIVIL DETAILS EC-1 LDAP LA-1 PLANTING PLAN SITE REVIEW PLAN SET FOR HAMILTON CONSTRUCTION N.E.1 /4 SEC.1, T.18S. R.3 W.,W.M. TAX LOT: 300 SPRINGFIELD, LANE COUNTY, OREGON :.'..: .".." '.:::>.,..' I;D51:\ Li,l '\ 1tSt:~...:,.. ,..,''-- ,":.'" ,"..:..' ',,'... ,,: ,:' ,',:1 I " ,.'... r~l)J I 'Il <: '.". ",,:,:: ,':: ~-~-~:; ..' ~ " ....' :;-- ~'-:i ~-:---,:: ' . .'. ..' " , ,: :;.:' '. !...., .' "."','.' .." L~~<: " " . . .<..:, ,.<..,.;:.',." ;....... ~ ,'. ': a..( ~..,~, ..'. . ,,:q ,.'..,.. '.,., ....r - .. ;;.;;<>~. ..'.'... :' -:, ,..,..; .'..:.. ." , .. -. "::!..'; ,:.:..... ~ J LSt L. j " .:.....,. "q"::' "'\~: ~,,' .. >:' > [: ;,;;,,",,-:,' ,'. .,'.',.. ", ......'.. ..';." .:. i ~;.;; \'/:.~. . ..~,,',:MalnSt " .,.';...;. ," : ;.,q ':". .',... ' ;'. !" <? ~"',.~:", ~J \> .,' I ,.:' "'f. .' ,..' , "..... . ,......: . 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TOT \.., V' , . !l...' = .~... .' ~M~t '-- '- EXISTING FIRE HYDRANT --- --, --- -- - --'r-' --- '-- , - -. - - '-- AS: -'- ~~ 00:: C\J0:: LEGEND WW MH 001 48" FL IN (E) =482. 72 48" FL OUT (W)=482.62 VICINITY MAP NTS -- --'T- OHE- FQP- -- WW MH 004 6" FL IN (E)=492.38 \ 10" FL IN (W)=492.33 \ 8" FL OUT (N)=492.30 \\ RIM ELEV=499.55 ~ ~~ \~ I b o b o ~ tcXJ ~8"WW - - @ ([I]) * ---OHE ___ -- -- -- - -- ---- '- -- -. - ~()() 1"~ AREA DRAIN 5" FL IN (S)=497.53 - , - _ 4" FL IN (NE)=497.57 8" FL OUT (N)=496.26 RIM ELEV=498.61 -. EXISTING 6' CYCLONE FENCE --- - -e- -II- [pJ ~ ~ -- . -- ---- / a'.) bt>m~ .s f-4 ~ ..... Q) Q) ;:e Q) ~ ;:s ~ a'.) .6h 8~OO Or:.:l~ ~ ~ o 00 ....-f o .......0 E o.......~,....,o oOJ::t"~lOO N....... 0'>1 N 00 0'> ,...., .- W NIt:: !::::~OlOo :::>ol"')ooE (,f) ..........""*"'0 A c: ,.....:9:;-;:-0 (,f)wlO",,*o G: .......... lO .!Q O<.!) ............0 o z ~ .. @ coi2oX~ ,....,a..::cLEo (,f)a.. ~ N 00 · r-t ~ ~ o ~ SCAlE: 1 "=80' 80' 0 80' ~ i, 160' I EXISTING OVERHEAD ELECTRIC FIBER OPTIC LINE EXISTING FIRE HYDRANT EXISTING WATER SPIGOT EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT EXISTING AREA DRAIN EXISTING PRIVATE LIGHT EXISTING POWER POLE W /TRANSFORMER EXISTING POWER POLE EXISTING FIBER OPTICS PEDESTAL EXISTING ELECTRICAL VAULT EXISTING SIGN ~ o ~ .~ 0:$ ~ ........ () P-t~~ .-+J 0 ~ ....-t ~ ~ "-t if) d Q) ~ ~ CI) 0 OOdC,,) Cl)..t: OO~ r:n < <J) ~ . ,..... 00 -x-x-x-x-x- EXISTING FENCE ) ( EXISTING CULVERT 16"W-- EXISTING WATER LINE [W] EXISTING WATER METER Q9 EXISTING WATER VALVE ~ ~ 0 O~ ~~ .~ ~ ~ ~ ( ) EXISTING PROPANE TANK APPLICANT / OWNER HAMILTON CONSTRUCTION ROBERT HIRTE P.O. BOX 659 SPRINGFILED, OR. 97477 PHONE: (541) 746-2426 / \~() 1\>\1\ URBAN GROWTH BOUNDARY 10" DOUBLE POPLAR , . 1()\ 1" \\\ EXISTING WIRE ~ o t):) Q) ~ a ~ ""f..,;) g o (.) (l) ~ t3 ~ '"d' roo....) ~ .~ ~ ~ .~ ~ ~ 1.0 b 0'> If 0'> s: 00 I"') 0 ~ I ~ :;.; N (:) ~ CQ CQ CQ I ~ <0 Z g c: Q Q Q f-t ~ t:lJ t:lJ t:lJ () ~ ~ ~ ~ !:ii t:lJ t:lJ t:lJ t:lJ ~ a >= >= - < < > 0::: () t:lJ ~ t:lJ 0 Q Q., en 0::: 0::: () ~ ~ o :::> ...... (/) {J) I )oMo4 LaJ > g: w 0:: ~ ZONING LEGEND PROJECT COORDINATOR/ ENGINEER/SURVEYOR OLSON & MORRIS 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 FAX: (541) 485-3253 ARCHITECT NAGAO PACIFIC ARCHITECTURAL PC 1680 PEARL STREET EUGENE, OREGON 97401 PHONE: (541) 687-9600 FAX: (541) 485-3253 "-... "-... HI = HEAVY INDUSTRIAL PLO = PUBLIC LAND & OPEN SPACE "-... ~ ~()() 1\>\1\ --- --- ~~\ 1" --- --- --- --- --- --- SHEET Cl of 7 PRf. d-CDS- OCOLfg Vf2.I2-5l)6jl\-l f17~ tvVfb, 51Te Tf1JJ - ~Y) ~ '. , 1> 0 I I . D EXT. LIG "'T FIXTURE I f0- r-- I I MET AL S IDING - COLO~ I I AS SELE CTED ~~ ' .., I . , SI CMU WAINSCOT ,,~ i'. r I :c-'ilf:t} ,- 'J, :;:r~C;-r:;~'r.'T~T"T, '~-Qfr;~9 .];:f1 rr~-2-n:s:rr~:2:~Ttl~TI-J.r.LP~ I' NOt=CT~ EL.EYATfON SCALE: l/S' =l'-(Z)' . , . , o ~OUT~ EL.EYAT f ON SCALE: l/S' = l'-(Z)' . , cp 0 I I 1=1 I i I I I I I.__U i I 1 I I , I I I I I C:J I I I 'I I I I I ! ... I I I I I I I o I ! I ! I I ! ! I I I I I I, I I I I . II~, I I J I, I I .1 ;"]'~f":5fi // J:.J' ~_l:'~ ':~[i':S:~2~~:S:;T~.~:r.i?~~.r:'\:~~Ei:iI,~~[I7;I:i:~~,~~=g.:[~__:.~~[JiLtt~~J:t-?~=r=': ,.:~Llr-' ,/ Tif.$.~,::::r-r.r -Tl'TIr"-l"~:;[r'-~'~'-'r--rITIr-T--r"'"T-'-r -r'-r-'I"C?-'2'lIJ'~"l.lr~lr-r' 0) I o o I I I. i i ! I j . , , " I' I i I I I I o ~~w 4.1(2 ~0 ~ t.~ ROOD E. HANSEN .~ ~ ~ "/'" 1-3 ./"?i#~( v c. 'f~ EUGENE,OREGON ~ ~<t 5173 ~ 1f!: OF ~~ 12 0 1/2 I TYP. I I I i- :-or-- I i- C o EXT. L IG...T FIXTU~ I I I 1111 11'1111 III~ I "I Z NO o ~O - ......<0 !;( coo) ~f ~~ /IV tOtO 11!6r:::::1 (5 " " o ............ . .... r:::::I ...J II) II) (}"'~~x ~Z_<<( ~~~l&..... cnj 0 @:.~a. ~ OOWen 0: ..... @~~~~ ~~.....V)C) ~ a::: a:: ..J ~ (}IM~~~O ~OOLaJ " LaJLaJa...... ~t-t- Z ~XXO..... ~oocoC) a:::a:::<o~ <<(<<(......LaJ METAL SIDING - COLO~ AS SELECTED ~ i'-~ II S' CMU WAINSCOT I I I I I n Ii. , I ' I! ~::Lrl:r~L].:'l ,~,l.~::~~J_:~J-LLd'i. '~-L:2~'..l.:2:i!iL "', '.1,:' J '~i]=r]~~r~J.l~~-l:rLl=I:f:c;.]=rrT _r:;:Tl~-c'tJ,IT.rl:r'; '\"" :~J.~J , l-....!' '.J:2:"" ......LI-..[-..... ~..1- ". . ]'- ,--r r ' ..~ -'-, ... - -.....- yr ~1:r;:.Ll:tTl..r-.T' . '. I i I I. I ~ ~ . . - - WE~T EL.EYATION $CALE : 1/S" = 11-(Z)" o }- Z <I D- L () U Z d) Il N () OJ ij OJ I - Z I f-I I- 2 w;! u ~(J1 I-z :J ..,. ~Q .. \'J ~ d) ~Rt Il I-Q I- 0 :;) Q " I- ~Q (j) 0 -1 Cf\W Z <I ~~ Il z () l- i! Z 0.. () ~ U 0 Z () I- -I - L <I I FOR PERMIT: ISSUE DATE JOB 1880. - 08 DR R~ REV REV LAST EDIT: 1-1-08 PLOT DATE: 1-1-08 FilE llM SCALE o o o 12 - i 1/2 I TYP. i : ~ . . 'I I l IIITIII'I" I I '1"1 I r I "I I II i 1 I I III I I I I . 111m I I I i I ,I I I I I II . IIIIIIII , I I I I I! I I I i I i i I I I ! , I Ii I ''', II I, I I I " II ,i I I '" 5= ,. Lt JT.lT':t. 1\" 1']' . " J5-rtiT .,,/ 'I;' . '~'rIT' 'C" " ':"r.t. ""'-r' '--r r;:r-T ::2: r iIP:rTrlr~Iif.Lfr~3? ' .., --'~T- ''1'' -T ' , "l:'~r: 'T' , '... .'.'.1-" I-I . Lr"r"T'" ,., rtr- r'~T' ITT'''11 " . r T: TY -,. T' -1" -T" . -f - EA~T EL.EYATION 5CALE : l/S" = 1'-(Z)" , . It 0---.. . , o . ~ . , ~)~. o . .. TRUE NORTH PROJECT NORTH . .. Q . !g Q . ~ N Q . !g o I 8 I I I 21-tZ>' 23'-~' e~AK ROOM -.... ........ "\ 0 \ I / " / ......... - ,./ -uNIsex ....- /' / I f \ \ ____.J lb'-2112' al.g' . ;..... --... -- .-----..~_..'''' ~_..~~ -..- -"'-,,------- -.-,.. -.."".... -_..._--~---- --.. , . -- ~+- Q I r Q . in Q . Q N ----~------------~ I 2iz>'xI4' OJ-I, DOOR 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 -- -- ----- -- -, -...-.----"..-.-.- -..- ._- ------..-1-...-- I I I I I I I I I I I I I I I I I I T----------------~ I I I Q . ~ cb I 8 f=1..00~ t='1..AN 5CALE : 1/41 = I'-(Zll o I I~~'-~' S4' - b ' 2S'-~' 22'.4' . ~ I L o '-' - ~-+-- I I. I I .,. FABRICATION SI-IOF I I '-- ---T-- I , I , 1~~'.~' <h o I o I lb '.~' 2g'-b' 2S'-~' 231-~' -- --- --- ---:...---..----- - . -.. ----._--~-- _...:' --.. - - -.-...;... - - - -.,,;,.. - - - - - - - - -.- -- IOC 10 ,0 ,0 J~ o I I I I I I I 1 I I I I I I I I I L__~____~_~__________~ I I ~ )< ~ . \\l . in · - Q I !g I I, Q . N N ~~\\; . lQC r5S-, ~ ~ ~ f# ROOD E. Hf\.'1SEN ~ ~ ...-/i ,,/ / >-3 ..~ft1 ( J ~ EUGENE,OREGON ~ ~, 5173 C~ ~'h... '. ~~ , -<~' OF ()~'Y -..-0 Z NO o ~g ~ coO) ~ I I (Q)~ ~~ 0:: <0<0 M:o '" o .......... .......... t::::I ...J l() l() (Q)4((~x ~~z~ ~ in z ..... cnj 0 (Qb, ~ Q. ~ ocwO) Q: La.I @~~~~ ..:c;i' ~ ~ ~ ~ ~ ::J ::J a::: 0 ~titi~ ~ ~~~~~ c;;;J~~~g C::::I -<( -<( ..... ..... -- ._- ------.. --:---..- .......- ...- ------_..-....~... -"'-.. ~-- ----.:.......-- -... . -~-.... ._....~..._----. ----~--0 I. I 1 I r---------~-,-----: I I~ x14 OJ-I. DOOR 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 1 I L________________ I Q Q ~ I · i:'\ ~ _\\l ~ N \\l --0 )- Z <( fl L () 0 Z d) tl N () III Q III . - Z r .r I- ~ f-"f Wr 0 ~<P t-z ::J ~ <Do - ~ W d) ~~ tl t- () I- 0 :J o ' I- <DQ d) 0 -J Cf\W Z <( ~~ tl z () l- ii ~ n.. <D 0 0 Z () I- --I - L <( I FOR PERMIT: ISSUE DATE JOB ISS&-fZ>S DR Rt-I REV REV LAST EDIT: 1 -1-~8 PLOT DATE: 1-1-fZ>8 FILE LIM SCALE ''- .~--'0 r:--------........ 18'x8' OJ-I. DOOR I I 1 I I I I I I I L________l I o d> Q . !g Q . ~ Q I (() Q I N " r EXISTING GRAVEL J " " " "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" '" "" "" " \ \ / J I. I I I I / I I \ '" '" "'. , '" ~ ~ ~ ~ ~ ~ ~ 4) White Alder Alnus rhombifolia 30' O.C. 2" col. N SCAlE: 1#=10' 10' 0 ~ PROPOSED FABRICATION FACILITY .q~' . '.q 1.0' 3.0' GRASSY-SWALE DETAIL NJ.S. 10' 20' J ~White Alder Alnus rhombifolio 1.0' 30' O.C. TYP. XISTING FENCE LINE 00 gp005 -..-I ~ ~ ~ <:l) <:l) .......-4 <:l) > :;:$ ~ ~ 00...-1 :;:$ ~ bJ:) W o ~ _~ Q!::x:.1~ ~ ~ o 00 ......-t o .......0 E o.......~I'f)Oo o ~ .'"" to ""....... 0'>, "" 00 0'> I'f) -c W""I"- ~02g~E en 0 ~ "'C ...- c: .....=g:;~g enl.J.JtO~o -..........tOcn o ~ ............-0 o ~ ~ .. @ OC)O::::O~~ 1'f)0000::r:La.:O (/)0... ~ r:n. . ...... ~ ~ o :;g ~ o .~ ~ C> ~~ ~ ~ C/) ~ o C0 ~ oj .......-I ~ b.O~ ~ ~ · ...... ..t: ~n ~ I-..&...t C/) .~ ~ ~ r\. 0 ~ ~~,.o ~ o ~ C0 ~ o ~ (>> ~ a ~ ~ ~ o t) (>> ~ t3 ~ ~ I--.....) (>> .~ ~ ~ .~ ~ ~ to b 0> Ii 0> ~ I'f) ~ >: >: >: (5 N ~ co co co Z ~ 0 0 0 0 w LiJ LiJ LL! l- :J: > u J:i:i ~ ~ ~ J:i:i LL! LiJ LL! LL! f-o '-:> ....J > > > ~ 0 < <C ~ U LL! LL! LL! 0 0 0.. U) ~ ~ cc: u c.i5 Z o - U) - > LiJ c:z: ~ ~ ~ ~ ~ \ \ \ ,\ \ \ '" '" '" '" '" '" '" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ "-. SHEET LA-l of 1 GENERAL NOTES: 1. Prior to any ground disturbance on the site one inspection with LDAP stoff is required. Issuance of this plan does not relieve the permit holder and or the contractor from 011 other permitting requirements. Prior to beginning construction activities, 011 other necessary approvals sholl be obtained. GENERAL SITE INFORMATION 1. TYPE OF DEVELOPMENT: COMMERCIAL WITH PRIVATELY OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS. SUPPORT POST 10' O.C. 2"x 2"x 5' DOUGLAS FIR OR APPROVED EQUAL. INSURE POST IS STABLE AN~ CAN SUPPORT FENCE. !D "'" / SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL. , SECURE FABRIC TO POST WITH TIE WIRE AT TOP, BOTTOM, AND CENTER OF POST. a; c:z "'-- DISTURBED GROUND DUE TO ONSITE CONSTRUCTION. 2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) ore the minimum requirements for anticipated site conditions. During the construction period, these measures sholl be upgraded os needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave the site. A copy of this ESCP must be kept on site. Changes to the ESCP must also be submitted in the form of on, Action Plan to DEQ or its Agent for approval. (Schedule A.7.f.) 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: PRIVATE WASTEWATER, WATER AND STORM DRAINAGE SYSTEMS. - BUILDING CONSTRUCTION 3. The implementation of the ESCP and construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit registrant until all construction is completed and approved by the local development agency and vegetation I landscaping is established. The permit registrant shall be responsible for maintenance after the lots ore approved, until the lots are sold and the 1200-C permit is terminated. (Schedule A.4.a.) and (Schedule D.3.) 3. PROPOSED CONSTRUCTION SCHEDULE: JUNE 2008 OCTOBER 2008 BEGINNING DATE: COMPLETION DATE: 4. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 5. The boundaries of the clearing limits shown on this plan sholl be clearly flogged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flogging sholl be maintained by the applicant / contractor for the duration of construction. 4. DEVELOPMENT AREAS TOTAL AREA: PERCENT OF SITE DISTURBED - CUT - CU. YD. FILL = CU. YD. 14,367 SQ. FT. 100% ~BACKFlLL BOTTOM 6" OF FABRIC WITH U NATIVE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. 6. The erosion and sediment control measures on active sites shall be inspected and maintained at least once every seven (7) calendar days, before weekends & hollidays and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor after each rainfall and at least doily during prolonged rainfall. Any required repairs or adjustments sholl be made immediately. 7. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. 8. Any areas of exposed soils, including roadway embankment, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ECS method (seeding & mulching with strow, bark, compost, or plastic covering, etc.) 9. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-ot-ways are kept clean and free of debris. 10. When trucking saturated soils from the site, either water-tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the stormwater system. 11. Extracted ground water from excavated trenches shall dispose of in a suitable manner without damage to adjacent property. Dewatering systems sholl be designed and operated, so os to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Approval of the system does not guarantee that it will meet the outcomes or be acceptable tor use in 011 situations. Modifications to the system will be required if the compliance con not to met. At no time will sediment laden water be allowed to leave the construction site. 5. SOIL TYPES ON THIS SITE ARE COURTNEY GRAVELY SILTY CLAY LOAM, MAlABON URBAN lAND COMPLEX-WELL DRAINED AND OVLEY URBAN LAND COMPLEX-POORLY DRAINED, WITH SUGHT EROSION FACTOR. SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE N.T.S. o CONSTRUCTION NOTES 176. CONSTRUCT SEDIMENTATION CONTROL SILT FENCE AS PER DETAIL. 178. CONSTRUCT CONCRETE WASHOUT AREA. " "-.. 16. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) must be constructed in conjunction with all clearing and grading activities in such 0 manner as to insure that sediment and sediment laden water does not enter the stormwater system, roadways, or violate applicable water standards. " I / / / / / / c: ~l I ........ ------- ~ ~, "" I ---- "" ",,' .' /~, "" "" ~0/ \ ~ '" ~ <lID //~ / I / /f\ I / ~ \ '/ + I "'-. " 12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under 011 weather conditions shall be maintained at 011 times on the construction site. ......... ............... 13. The site lies within the 5 to 10 year time of travel zone for the Drinking Water Protection Overlay. No hazardous substances, such as points, thinners, fuels and other chemicals shall be released onto the site, djacent properties, or into water features, the City's storm water system, or related natural resources. ~D~ ............... 14. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records sholl be kept ot weekly reviews ot the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May t to September 30). 15. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval of permanent road or drainage design systems (e.g. size and location of roads, pipes, channels, retention facilities, utilities, etc.). ~ " " ~ 17. All work performed by utility companies for this project, including placement of appropriate erosion and sediment control measures, finished grading, seeding, mulching and clean up is governed by the conditions and requirements of this erosion control permit. The assurance that these requirements ore met will be the responsible of the permit holder. \ 18. Soil stockpiled during the wet weather season (October 1 through April 30) sholl be covered with polyethylene plastic sheeting and secured tightly in place with an approved anchoring system, to ensure the stockpile is not exposed to rain or creating sediment laden run-off. Energy dissipaters and other control measures may be required to slow runoff. "" "" ~ EXISTING DRA!NAGE SWALE 19. Stabilized construction entrances / exits shall be installed at the beginning of construction and maintained tor the duration of the project. Additional measures may be required to insure that 011 paved areas are kept clean for duration of the project. "" "" ~ ~ 20. Catch basin / curb inlets shall be protected by an approved method to prevent sediments from entering the stormwater system. Approved barrier methods include filter fabric inlet barriers, block and gravel inlet barriers, gravel and wire mesh inlet barriers, and mesh bags filled with wood chips. "" "" 21. Temporary grass measures must be fully established by October 1 or additional cover measures will have to be implemented until adequate grass coverage is achieved. "" "" 22. Issuance of the erosion permit does not relieve the permit holder from 011 other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. "" "" 23. BMPs that will be used to prevent or minimize stormwater from being exposed to pollutants from spills, no discharge of concrete truck wash water, vehicle and equipment cleaning, vehicle and equipment fueling, maintenance, and storage, other cleaning and maintenance activities, and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, os well os debris, leftover paints, solvents, and glues from construction operations. (Schedule A.7.e.i.(2)) "" "" 24. Solid Waste and Hazardous Materials Management. Follow project written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls, training and signage, material use, covered storage areas for waste and supplies. (Schedule A.7.e.iii(3)) "" '" '" "" 25. The permittee must properly manage hazardous wastes, used oils, contaminated soils, concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or generated during construction and meet 011 state and federal regulations and approvals. (Schedule A.7.e. iii.(4)) "" "" 26. Sediment must be removed from behind Bio Bags and other barriers it has reached a height of two (2) inches and before BMP removal. (Schedule A.7.f.ii.(2)) 27. Removal of trapped sediment in a Sediment Basin or Sediment Trap or Catch Basins must occur when the sediment retention capacity has been reduced by fifty (50)% and at completion of project. (Schedule A.7.f.ii.(3) & (4)) "" "" ~ 2B. Should all construction activities cease tor thirty days or more, the entire site must be temporarily stabilized using vegetation or a heavy mulch loyer, temporary seeding, or other method. (Schedule A.B.a.) "" "" 29. Should construction activities cease for fifteen (15) days or more on any significant portion of a construction site temporary stabilization is required for that portion ot the site with straw, compost, or other tackified covering that prevent soil or wind erosion until work resumes on that portion of the site. (Schedule A.8.b.) "" "" 30. Doily inspections when rainfall and runoff occurs of the BMPs and discharge outfalls must be the project ESCP Inspector. These inspections and observations must be recorded in a log that is available on site. (Schedule A.6.b.i.) & (Schedule B.tb(l)) \. 31. All ESCP controls and practices must be inspected visually once to ensure that BMPs are in working order prior to the site becoming inactive or in anticipation of site inaccessibility and must be inspected visually once every two (2) weeks during inactive periods greater than seven (7) consecutive calendar days. (Schedule B. 1 .b.(2)-(3)) "" J / / I I N SCALE: 1"=30' 30' 0 - I . J, , r I . I I. I ' , I l \ \ .\ ,\ / ~ ~ I I I I I I I I I 1 30' I I I I. I r l- I I '. . : I '. I I I I I II I / I . I I 1 I' 'I " lJ /' c:--- -------r ~~I ( 1/1 t II /. ( I 'I / I I I I I I '. I I /. '1' I I I I I I :' J I I I I CI:l b.O CI:l ~ .s ~ ~ ...j-:) <J.) '*" 3 ~ ~ CI:l.r-f ~ ~ 'oJ:) W 8~o?) .......0 E 0.......0>,..,., O..-;:t-~lOO N ~ I ~.~ W c--.Jlt:: ~~g~E u>O ..-;:t-"O ..- c ....:9~~g U>wtO..-;:t-o ---lOCI) o~ ..'-'(5 o:z~ ..@ oo~o~~ ,..,.,o...:J:I.J..:O U>o... ~ ,I ./ I I ; I I '. / '/ l / ,/ I I '/ ~ / I /';~~ )< \ ~ \ ) /. I. .: ' / I ) I. I I' I, ( ~ ~ ~ o 00 .......-t o 00 . ....... ~ ~ o ~ 60' j ~ ~ oj 0 ......... t:J) ~ ~ ~ ~ ~ 0 a 0 .~ . ...... ~ ....a-J () ~ ~ ;3 ~ ~ <l) ....a-J ~ ~ ~ C/) "'f.,.:) ......... ~ < ~ ~ ~ CI) 0 0 d 1J t:.) <l) ,..c:: ~ OJ:) ~ C/) ~ ~ ~ ~ ~ ~ ~ ~ · ...-4 r-O oj ~ ~ ~ 10 ~ t3 ~ .~ '""0 ~ 1;) ~ 1J ~ ~ .~ ~ ~ ~ to g 0) II 0) s: ,.,., or- ~ ~ ~ 0 N r-:.: (:Q (:Q (:Q Z ii: IX: 0 0 0 f-< 0 w tiI tiI tiI :t > ~ ~ ~ u Iii r.ii tiI tiI tiI tiI ~ ""') ..J :> :> :> < 0 <( ~ U tiI tiI tiI 0 0 a.. ifJ ~ ~ ~ u co 0 c--.J --' en ~ z :::;E CD 0 :::> U> ~ I {j) l.LI ~ > a.. LiI 0::: ...- SHEET EC-l of 1 00 bn 00 ~ .S ~ ~ ~ gs ~ ;:j ~ ~ 00.1'""'1 ;:j ~ bnW o ~_~ U~~ ~ ~ o CD. .......-4 o CD. · ....-4 ~ ~ o ~ ~o E O~~l"')o Ov'~I.O() N~O), N en W 0) N I"') 'E l=a::oJ,o ==>ol"')ooE en ....-- v "'0 .. c: ....:9:;~g enw 1.0 V 0 -..........1.000 o ~ ............0 OZ ~ ..@ ooi2ox~ 1"')a..:r:~8 ena.. 00 BEARING AREA OF THRUST BLOCKS IN SQ. FT. ~ <<-< ~~, A~ i'.. ~ ~>> V/,V. <<~ ,,),~ (~~y ~ ~'\ ~~ ~ :(,,~ ~ ~~ :.t,,~ ~*7~ /~~~, '( FITTING TEE, WYE STRADDLE 90. BEND 450 22 )20 11 )4. SIZE AND BLOCK PLUGGED CROSS BEND BEND BEND HYDRANT TEE PLUGGED ON RUN 4 1.3 1.6 1.8 1.0 6 2.8 3.7 4.0 2.2 1.1 8 5.0 6.5 7.1 3.8 2.0 1.0 10 7.9 10.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58.8 64.0 34.6 17.7 8.9 V \ L \. '~ ~~'(/.'~V~ ~"'>>~ / 1 (" , ~'\.~7~~ /r //.:(// l \\. " v L', '<1...,,".1' y. '7'>:'7 7~" HORIZONTAL TEE HORIZONTAL CROSS HORIZONTAL WYE VERTICAL TEE VERTICAL CROSS VERTICAL BEND ~ 0 ~ ~ C>> ~ 0 a .~ ~ () ~ ~ 00. ~ ......... ~ ~ . ...... ~ ~ \/) "i...) ~ ~ <J) ~ <J) CI} 0 0 ~ t.1 ~ C,.) ......... ..c:: C>> . ...... Q. \/) E >- . ...... ~ ~ ......:t (.) 0 ~ ~ ~ ~ ~ .......:) d C>> .~ ~ 1;) ~ .~ ~ ~ ~ ,~ ,~yY ~ & /('~ ;%" ' ~~ ~ <"'I ~~I ~ /.~v 17"""':. . ...,-., ,-" ...... , .",,' ~ :,.' " , ,.~,<". :.. " 7' " '.. /)y' . v y^> <<,,~ ~," ~" /.Y/FV~y/ <>>"'Y..':":'</(:"~ /.' ~, ~,,~ /~ ~ //~ ~ >>~ TABLE No. 1 HORIZONTAL BLOCKING ./ /' '-,. l >>~ I~ /' ') ~~ 7/~"y,J ~ ,~<< ---A <.' 7/~V/'Y"'/~ ,. / /...../',(.....//~ / ( ~~' V:'~ ~/~) VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACllY. THRUST BLOCK VOLUMES IN CU. YDS. FlIT I NG 45. 22 )2. 11 )4. l SIZE BEND BEND BEND 4 1.1 0.4 0.2 ~ 6 2.7 1.0 0.4 ~ " ~ 8 4.0 1.5 0.6 ~ "- 10 6.0 2.3 0.9 "l~ 12 8.5 3.2 1.3 /("<x~~ 14 11.5 4.3 1.8 16 14.8 5.6 2.3 BEND FITTING SIZE 12" & LESS 14" - 16" ROD SIZE #6 #8 EMBEDMENT 30" 36" y/:V/: . ,~'<<~, L~La / L'~' -fir if ~~ ~~ ,>>~~~" //~ ~,//, 36"X36"X~" CONCRETE PAD 6" BREAK AWAY FLANGE MIN ---- (OPTIONAL) WRAP HYDRANT BARREL PRIOR TO POUR rVALVE BOX 0 , t , - - - ., . 2" TO 8" ABOVE CONCRETE \ J::.:;f- :.. -.. ~. . ..~. ..I ~~ ~~~ ~. ..-. 1J OR SURROUNDING GROUND '//" 'ij'///////////' '///##/#/J~'F: ~')..~::~J:I~ :)0 ~:.., ~.:.: ,:~. ~. Q'"~ oX ..~' :':-":~'~~r .c x::x ~~ >> -...0-..... -v ~' "-'-v -v -0 Y'% It... 0 ~ <<~ o~w ~ i\ ~~ ~~ 0:: ~ \ ~ '-~ ~&::> o ~ ~~ ~::>8 ~ I~' ~ ~ ...... ~~~ orno:: ~,~ ~ ~ ~- -~~ ~ ~ I' ~~J -~ :-v./ ~' ': F,-- ~~, ~ / ~ ~ 6" DUCTILE IRON PIPE ". ,~~'/~< ~)\ ..: ~ i '. ,.:~~ '~t~/'=""~ ~l' '. ,4 ~ ,.',' ~~ ~~:.::.~ ~~.:':~~"Y~ w~ ~.& ~ ~~~~"<~~~~~~~7~~~~~~~~ ,...: -: ,~~~~ /,-.:///.'// . ...-///~//.:(//.:t'//.,//,v/,//. /,'~~~~ It:,:'..','\ ''\~~ CONCRETE THRUST >> I.(~ /.."" ,~,"', ~ BLOCK FLG HYDRA ,,~~~~ CONNECTION ,,,<,,,,<,,~ ' MECHANICAL JOINT X FLG HYDRANT TEE OR FLG X FLG TEE CONCRETE THRUST BLOCK 6" GATE VAL; FLG X FLG TABLE No. 2 VERTICAL BLOCKING MIN 1/3 CUBIC YARD DRAIN ROCK TO 6" ABOVE DRAIN HOLE ~ ~ II 0') ~ f'Ij """' :;; :;; :;; 0 N ~ c:o c:o c:o Z ~ IX: 0 0 0 E-< 0 l.tl r.il r.il r.il ::t > ~ ~ ~ u Lii Lii r.il r.il til til E-< '"") ...J >: >: >: 4: 0 ~ ~ ~ U til til til 0 0 0.. (/) ~ ~ ~ u TABLE No. 3 REINFORCING SOLID PRECAST BASE BLOCK STRADDLE BLOCK NTS NOTES: 1. WHEN PIPE IS SHORTER THAN 10", NO JOINTS ALLOWED. 2. THERE SHALL BE A MIN. 10' HORIZONTAL CLEARANCE AROUND HYDRANT. 3. WHEN PLACED ADJACENT TO CURB, HYDRANT PORT SHALL BE 24" FROM FACE OF CURB. 4. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AS PER THRUST BLOCK STANDARD DRAWING. DO NO BLOCK DRAIN HOLES. 5. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. 6. FIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM OF 5' CLEARANCE FROM DRIVEWAYS, POLES AND OTHER OBSTRUCTIONS. 7. HYDRANT PUMPER PORT SHALL FACE DIRECTION OF ACCESS. HYDRANT INSTALLATION NTS gg ~ '" ~ -' :<C ci5 ~ Z OJ 0 ::::> en ...... I [fJ w ...... 0::: > a... tJJ 0:: or- THRUST BLOCK DETAILS SHEET C7 of 7 GROUND LEVEL STANDARD STEEL FRAME & COVER MECHANICAL PLUG NOTE: SECllON TO BE POURED~~' SO THAT A MINIMUM COVER OF 4" EXISTS ON AlL SURFACES OF PIPE. 4 "MIN 4 "MIN PIPE lYPE AND SIZE AS PER PlANS. . .... .. ,. .4 4. .:;.~ ~':\'. [EXTRA LENGTH TO EXTEND . :.~ ~ :~ :~'.~ .: .~ . BEll. BEYOND CONCRETE :.. ..'If. ~.. .. . . . . .. .. .of . . . .. .. .. ............. MECHANICAL PLUG CLEAN OUT DETAIL NJ.S. / / 11-' -, I I T ~-- 3 '--- >--- - - - -- - i..-- - NOTE 4 II-iT I T /~ I I I I I T -- II II IT ;:; ~ ~ , .... - NOTE 10\ ----. <( y .. ~~- ~~ ;:r--tn :IT ~t @ ~ / C __ _0 I I I I .......... .......... I-Nj w ~:.- ~ I ~b ~ I r -q I ....J - - ft ~ ~ ,~=:=;~ I I -~ - '- ~ I i J( it I[ ]I[.n n ln lllU." -.1 II)) ..~ ,,( ....... - ~ - ",,~I r -, I I - L J -~ I ~ -po- (_ r-i '-- '-- - r-- - - - --- NOTE 5~ -- -- I I I I P r-v- c_ , NOTE 6/ ~NOTE 8 OVERHEAD 'B' WITH FDC SLOPE TO DRAIN r (J) lLJ 0:: ~ L DRAINTECH 12" SQUARE POLYOLEFIN GRATE HDPE PIPE ~ - --- - , I I I Z ::E n ~ D_ I , I , .......... .......... -- -- , I I IW'Gur- -~ I ~ I ~ I ~ DRAINTECH BASIN COMPACTED CRUSHED STONE BASE DRAINTECH BASIN W/CORRUGATED PIPE AND SQUARE GRATE DETAIL N.T.S. \ /l~N OTE 9 NOTE 9 (\-- '( L__ 12"MIN EACH END ., : ' 00 bnoo~ .$ ~ ~ ~ 0,) ...., ~ ~ ~ 00.,..... ::;j ~ bnW o ~_~ U~~ ~ ~ o r:n. ......... o ,.......0 E O,.......~I'4')O o.q-...... to 0 "".,....... ml "" en lLJ m "" 1'4') . E l=020J,o =>ol'4')<x>E en .............q--g .....=0:;:.........0 en-ltO.......c: ~'-"~~ o~ ,,'-"0 OZ ~ ..@ <x>n::o~~ l'4')o..::r:u..:O eno.. ~ PROPOSED FABRICATION FACILITY ~White Alder Alnus rhombifolio 1.0' 30' O.C. lYP. r:n. · ....-f ~ ~ o ~ 0::-' , ., XISTING FENCE LINE 1.0' 3.0' GRASSY-SWALE DETAIL NJ.S. fl 4 n CONCRffi FILLED STEEL PIPE PAINTED RED. MAINTAIN MIN. 3' PLACEMENT FROM HYDRANT. ~ o .~ ~ () ~~ ~ ~ C/) ~ o l.) : <0 1'4') -:::J 00 ......-f . ...... oj ~ ~ Cl) ~~ ......-f~ -> ~ CI) ....... ~ ~ Q 0 ~ ~roO ~ c:3 ~ l.) : <0 , ' 1'4') CONCRETE FOOTING 15" WIDTH MIN. <}, .......- 15" --.....; BOLLARD DETAIL NJ.S. NOTE 7 z 5E : ..q- "" NOTES: 1. Detector double check vault or enclosure shall be installed at point of service , or in an alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or smaller c) is recommended by the manufacturer fro vertical installations d) has the normal flow upward 10 0) n m : 1"0 :>.: :>.: :>.: (;) N r:; ~ ~ ~ Z 0:: t:x: 0 0 0 E- o Ll1 ~ ~ ~ :r: > ~ ~ ~ u ci.i ci.i ~ lil lil lil E- ., ...J >= >= >= ..( 0 < < P::: U lil lil ~ 0 Cl Q.. (f) P::: P::: P::: U 3. An clearances apply to outside and in-building installations. 4. Insulation - freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 40.f (NFPA 13-4-5.4.1 ). --" ~ __-.J 5. Bore-sighted drain to daylight. 6. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. All assemblies 2-)f' and larger shall have flange supports. 9. All structures to comply with local codes. 00 o 10. Fire department pumper connection per local fire code. en Z CD o ~ - I {f} l.LJ >= 8: r.LI 0:: ..- DETECTOR DOUBLE CHECK ASSEMBLY 2-1/2" - 10", ABOVE GROUND NOT TO SCALE c W ill SUB - Neptune Meter or Badger Meter, cubic foot register with remote register. = EWES remote reader and touch pad (provided by EWEB). = SUB standard for remote register (provided by contractor). = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPUED SHUTOFF VALVES. SHEET C6 of 7 ~ o ~ ~ ~ a ~ "'f..;) g o \..) ~ ~ ~ ~ ........:) ~ .~ ~ ~ .~ ~ ~ 30' 0 - ~ J / / EXISTING FABRICATION OFFICE & SAW SHOP TO REPLACE (PHASE III) '~ ~ / I I I I ) / / II II,~ I I" I I I ,'. I I I , f\'. ../ / I' ", ~ \ + / ' J /', DRAINAGE BASIN AREAS - 19 173 SF to SWALE AREA A - , - 6 000 SF to SWALE BUILDING AREA - , - 25,173 SF TOTAL DRAINAGE AREA - - 22,173 SF AREA TREATED BYSWi~~LES = 88.1 % % TREATED BY ~ "-. "-. SCALE: 111=30' 30' ~ -OHE- +~ \l; / / ~A9o/ ~V "Sl~) '" '" '" \ ~ '- '- ~ '- '" '" ~ '\: ~ '- ~ '" '" "'" \ ~N ~ '" '" "'" \ ~ '- '- '- "- '" '" '" ~ ~"'" ~ \ ~ ~ '- '- ~ - - '" ~ \~ "'" ~~ \ "yO~ ~ ~ \"'" "'" "" "~ ~ ~ '" ~~ "" ""~ ~~~ \ ~ "" ~)~~, ~~""~~~~\~~ \ "" "" '- ~ " '" " ~ ~ ~ "" '" ~ r @ -~ "} '" I "" I I I I I I I I I I I I I I I I I I I I , I '" '" ~ EXISTING. DRAINAGE SWALE '" '" ~ ~~ '" '" '" '" '" '" '" '" , / 1 . . / . / .', ' / I . I . I. ',' . I '" / I I . , I /.J '" '" '" '" ~o~ 1\> '" '" '" '" '" '" '" '" '" '" N 00 ~ b.Oooo ~ ~ ~ .-, Q) Q) ~ Q) > r-I~~ ~.-' ~ ~ b.O W. o ~ _~ O~~ ~ 00 ,..... ........ ~ ~ 55 ~ 5~ ~ o ~ ~ ~ <5 ~ .~ ....--4 ~ ~ 0 ~~. ~ ~ ~ ~ ~ <:1) ~ (/) ~ S ~ ~ ~ <:1) CI) 0 (3 bDt3C,.) C\$ ...c: Q) ~ ~ (/) ~ ::g 8 ~ ~ S~..o "0 ~ ~ m o t3.~ ~ ..c: 1;) en C,.).~ ~ ~ .. :>: :>: >- ex) ex) .. ex) " ~~OO~ ~~~~~ W L1J ~ ~ .. ....l :>:>:> d ~ ~~~u en <Xl o r---. ....J < .. l= {f'1 - z ~ o ~ ......c I {f'1 LLJ ......c a::: > a.. IJJ . ex:: ..- SHEET C5 of 7 tI:J ~tl:JS .,-4 ~ ~ ~ (J) '*' ......... (J) ....... ~ ~ (; tI:J.,-4 ~ ~ bJ:J W o ~_~ U~~ t:.-Z ~ SCALE: 111::::30' 301 0 ~ 30' I 60' I r-O Or-~f'I')O o "l;f- ...... 1.0 0 Nr-<>>N(I) 0> I f'I').- W NIt: !=a2 0 1.0 0 =>of'l')coE (/) ..;'-'" "l;f- -g ,....:0;'-"'0 (/)G:tI.O;g -"""-1.0(1) o ~ ........- '0 o z ~ ... CO~oX....... f'l')o..::c:~O (/)0.. (I) ~ Q o 00 ......... o 00 . ...... ~ ~ o ~ r ,I l II --/1 I I ~ /1 ---/ ----~ '" '" ~ '" '" "'" "'" ( -- , - , . -- " .,"-- -- ' '~\' - -'---=- " --" ," I - ~ I r I I I /111 If I / / I / II :d I / I /{ /: II J I // II 1/ II ~, "-. '- / CJ. . CONSTRUCTION NOTES 100. CONST BOLlARD AS PER DETAIL. REFER TO SHEET C6. 209. CONNECT TO EXISTING PIPE. 220. CONST 6"X6" WYE. 250. CONST STD.CLEANOUT WJTHCASTIRON LID. 279. CONST 4" PVC WASTEWATER PIPEt ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 410. CONST STD. CHANNEL DRAIN. 411. CONST DUAl CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT AS PER DETAIL. REFER TO SHEET C6. 412. CONST DRA1NTECH BASIN AS PER DETAIL. REFER TO SHEET C6. 444. CONST GRASSY-SWALE AS PER DETAIl. REFER TO SHEET C7. 445. CONST 6>> ROUND ROCK OUTFALL STRUCTURE. 478. CONST 6" STORM DRAIN PIPEt ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 499. CONST %" PVC SCHEDULE 40 WATER LINE. 500. CONST 1 ~" PVC SCHEDULE 40 WATER LINE. 501. CONST 6" C900 FIRE LINE. 520. CONST 6" DOUBLE CHECK AS PER DETAIL REFER TO SHEET C6. 530. CONST 6" GATE VALVE FlG X MJ WITH RETAINER GLANDS. 531. CONST 16" MJ X 6" FLG X 16" MJ TEE WITH RETAINER GLANDS. 540. CONST FIRE HYDRANT WITH RETAINER GLANDS AS PER S.U.B. STD. / / -- - ------ ---- I -- : ~~--~--- . ----; I, __~-',,'. -:-~'-~~~_~-"~'" ".j I '/,", " ' , . . ,. '. . . L. "'..' ," L'. ,', ,.' . ---- ~~ ~ ~ - - ~ ' ',' . - - '- -' --.:.. ----" ---- ~' ~. 'j ~ ' '" . ~ ~~----- - - - -- I I r------_ / / la.J C) ~c)::z E::z:;;= en-~ 9r5 C)-a:: ::z=> _coo In ~ Q /"' ~-- --:--:- --- , , ' ~, , ~' .' <~9-,~ "'" "'" ""', "'" ' I I I I ~ o t)) ~ ~ a f I EXISTING MECHANICS SHED TO REMAIN / / 42 LF ~ o .~ ~ o ~~ ~ \/) ~ o (.) \ / \ ~ C\$ .---f O-t~ ~Q) . ...-t f/) ~ .....J d ~.-c: ~~ <J) ~ · ...-t 00 '- NOTES: 1. THRUST BLOCKING WilL BE INSTAllED AS PER DETAIl. REFER TO SHEET C7. 2. CONTRACTOR SHAll POTHOLE EXISTING WASTEWATER UNE BY FABRICATION OFACE TO VERIFY flOWliNE PRIOR TO CONSTRUCTION OF NEW SERVICE LATERAl. 3. WATER SEVlCE FOR PROPOSED BUILDING SHAll BE PROVIDED BY CONNECTION TO EXISTING WATER AT ADJACENT BUILDING. 4. 1}2" WATER liNE SHALL BE JOINT TRENCH WITH 6" FIRE LINE. 1~" SHAll BE CAPPED AT BOTH ENDS FOR FUTURE USE. ~ ~ g o t.) EXISTING FABRICATION OFFICE & s TO REPLACE (pHASE III) AW SHOP ~ ~ t.....::I EXISTING DRAINAGE SWALE \/) ~ ~ o \)) ~..o ~ ~ ~ (.) ",)1 "')1 "'/1 "'t ",y I / LEGEND OHE- EXISTING OVERHEAD ELECTRIC FOP- FIBER OPTIC LINE -X-X-x-x-x- EXISTING FENCE ) ( EXISTING CULVERT 16"W--- EXISTING WATER LINE 3/4"W PROPOSED WATER liNE 6"F PROPOSED RRE LINE [W EXISTING WATER MITER lID PROPOSED WATER METER 0 EXISTING WATER VALVE 0 PROPOSED WATER VALVE ~ EXISTING FIRE HYDRANT K:rJ EXISTING WATER SPIGOT ~8"WW - EXISTING WASTEWATER SYSTEM @--6"WW PROPOSED WASTEWATER SYSTEM <l])-6ttST PROPOSED, STORM DRAINAGE SYSTEM @ EXISTING ClfANOUT @) EXISTING AREA DRAIN * EXISTING PRIVATE liGHT -e- EXISTING POWER POLE W /TRANSFORMER --- EXISTING POWER POLE lEJ EXISTING FIBER OPTICS PEDESTAL ~ EXISTING ELECTRICAL VAULT & EXISTING SIGN ( ) EXISTING PROPANE TANK / / ~ .......,;) ~ .~ ~ ~ .~ ~ ~ f I / ~ / ~~ ..*CJ~~~ ~~~ &.* -\() ~,~ ~ 9-' f / / @ J 5~D7 / / / f I \ I I / / I ::z ~~ ~ttt ~~ ;= en Lu - (.) [jr;: l.l... o ~&\ / / I I ( - - ) -- \ " ~ \ I "" j I I I / / I t / I I ~ J (Q Y x ~ / LO 0> II ~ f't') ~ :>.: ~ ~ <5 N F 00 tel tel Z ~ 0:: 0 0 0 E- o w Cil Cil Cil ::c > U ~ ~ ~ ~ ~ Cil Cil [.oJ !::! E- ""') ...J >= 5= .( 0 < > <( p::: ~ [.oJ [.oJ [.oJ 0 0 (l. p::: p::: p::: u I --499- / / --- ~~c~ '- / / '- I { ~~ / / -OHE- EXISTING DRAINAGE SWALE / / ~o~ 1" / / I ~ ~ I / / ci5 Z o - {J) - > a.. til ex:: ------ -- ~ / / / / x-x-x-x / -'--'--'--'--'--'--,- r-- -.- j ....... --.......... ~()~ ~ -- .......... ~...............""""" t-- - - ________ -=-- \ ___ _ _OHE. =--=- ~ --- _..-:::--- / --- / SHEET C4 of 7 --- / >"? - '" , I I I.' "I 1'-:' ~" I' , -~., .' , , \ 1 . ., \ I " '\ I, " ,', ,I "'" ./ " / /" .,} I ' , . / / .,..' : . I' . I . / /, I / / .', I I " '.' / \ :'" , I I \ 'J,I I ' . ' \ I I'" , . / I :' r " l22.0.J' . 'II I ' I 1YP. I" " II. . :.' ' , ' '/~, I I ' ,I 'I r, , I I .' /' " Ii' '/ ) ,. I " I I' , ~ I 1 r ,:/ I' I ,/ . I, / ;/, \ ,I I ,. " / / 498.36' . \ I' II :;'/ EX GRAVEL' , .' ,\ I "I I . .' , I I . 499.~ ,/ / .EX G~V --- (.~ r-,,~ I' ",I [, I n r I ' ' .' I /1 I' / '., / / ','/ / I I' ' ,/.) /.,./ /f /1" /' / / I I /' '.' / /". I I . " "./ / '/ ' '. ,/ I ' / ' / /, ' I I 'I I I "",., I .' I, .' ,I I / / j,' '} 1'./ /:, ' / I /, "I / ' . ./ I ' / ,/ f' ' 'f I. " / I I 'I / 'I II / 'i r, ", , I !.' I r .J ft / I Ii II 'I .:/ I I I. , I 1'" '; I" I I " I II I . " " ,', /: ,I ' " 'I I ' I I '. .1 /", " ',. I / i/ .1 1,/ /" "I L" J I '.. '.' I I / {, I. · c:-~- L_~ ~--~ M~~ORAG~ ----r - I C --,~ '- " r ~!~ r<."l \ l .,.. : - .' -:- - r' " , / /1/ I I" '----.'," , . /, I I.', I ~ ",\ " /: I \ l. j /1 (~" ~ I' .,.' I \ I 'I " . ,/ I" , \ ' " I i !.:! ,( I I '" ! I ' ) ) , r' . ,[ 1)/ !, " ,',' / / ,',', ,,', '/ / .. ',', / ".: /{/ /.,' )1 /. / 1/ ',. 'j / II / / /. " ' ~ I J I ~ ~ / I 1 I I ) / / / 1\ / /.) / /' ',' , / / '. / / 'f', I / / \, :'/ / .'. ~ \ . , .' + I ' 'f /\, / ( EXISTING FABRICATION ORACE & SAW SHOP TO REPLACE (PHASE III) -ONE - I ~ i \ . \ ' , . ........... @) ~O~ ~ " " ~ ~ ~ } I "- "- I '" I "- . '" I '" I '" . '" I "- I "- I '" I "- . '" I "'\. I "'\. . '" I "- I fJO~ "- I ~ "- I "- , "'\. I "'\. I '" , '" I "- I "'\. I "-~ " " -------- '" ) ( ~ ~ EXISTING DRAINAGE SWALE 497.79 EX CONC '-... ~~ ~ 497.98 FG I 497J2 / FG ~ I I I \. " 00 ;;..... 0.0 00 0 ~ ~ ~ er-f <l) <l) ~<l)> ~ ~ ~ 00.r-f ~ ~ 0.0 Ul o ~_~ Q~'..JQ N 0(:3 00 ,.... ........ ....... ~ o ~ 00 0 8::g ",0 E 0"'~1"")0 OVI~1.00 '" '" 0>, '" en 0> I"") . i:: l.&.J "'1"- ~~g~E (/)0 v-o ...- c: ....:0;-0 (/)....JI.O..-c: !:!J,-,~~ o~ ..'-'(5 oZ ~ ..@ to 0:: 0 ~ ::=:0 l"")o..::cLt.:o (/)0.. en SCALE: 111=30' 30' 0 - 60' I 30' It ~ CONSTRUCTION NOTES 41. CONST 6" REINFORCED CONCRill OVER 2" CRUSHED ROCK W/#4 REBAR 12" O.C. BOTH WAYS. LEGEND ~ 0 OHE- EXISTING OVERHEAD ELECTRIC ~ ~ ~ FOP- FIBER OPTIC LINE ~ 0 a -x-x-x-x-x- EXISTING FENCE .~ ) ( ~ EXISTING CULVERT ~ (.) Q9 EXISTING WATER VALVE ~ ~ ~ ......... ~ ~ [C1J EXISTING WATER SPIGOT ~ ~ b.Ol--....t if) ~ @ EXISTING CLEANOUT ~ ~ ~ ~ (ill) EXISTING AREA DRAIN · ....-t fI) 0 0 * --C d U ~ EXISTING PRIVATE LIGHT ~ ,..c: ~ ..... EXISTING POWER POLE W /TRANSFORMER ~ ~ if) ~ CJ ~ -II- EXISTING POWER POLE <l) ~ ~ ~ 0 ~ EXISTING ELECTRICAL VAULT ~ ~r-O · ....-t ~ ( ) EXISTING PROPANE TANK W. "t3 ~ t3 ~ .~ ~ 1;) U ~ .~ ~ ~ LO 0> II 0> ;: I"") :>: :>: :>: 0 N F tt:l tt:l tt:l Z a: IX: 0 0 0 0 Ltl til til til ~ :x: > U !ii ~ ~ ~ !ii til til til til ~ """) ....:l :> :> :> .( 0 < < g: U til til til 0 0 lfJ 0:: 0:: 0:: U 00 o Uj z o - U) - > LtJ cc: SHEET C3 of 7 + ~" '" '" '" ~ ~ ---- '" '" "" ~ ~~ ~ '" '" '" " ~ --- --- '" '" "," d' ~ ~ "', ~ '" ~~--- " '" \ ",,,, ~~ "- "'" ~ '" ~ "'-. ~ \~'" (~' -- '" '" "'~ '" ~~,~ ~ ~9~ ~~ ~~\\ '~ '" ~ '" ~ <("\~ ~ "'. '" '" "'~ ~ '" '" '" ' "\ '" ~ '" ' "\ '" '" \\ \ ) \ ~ \\~ I \~ \ \\ xl \\x ~ ~ '" ..... ~ ~ } I '" '" I I I I I I I I I I I I I I '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" I \1 NEW TRANSFORMER FOR ELECTRICAL SERVICE -OHE- ~ ~ ~ ~()~ 1" ~-- >0)% ~ J / \ \ J / / / L---~~\ } \ - - --.--/ EXISTING DRAINAGE SWALE ~9o. \ ' ~ - - - -.2. =-- ~_~ L _ _ f -- I --- -- -- I [, -~ - ---l" GRAVEL DRIVE IG~ I' . I II I /. ': \. / I '"., II I / i :\, " II I, I / / \ I" I I '/ ) ~,',\. ,I t ", I I \ ' .. ,\ '/ r.'! f.. l' I /', I' " , I I:' / II ./ I I' " . ' L22.0.J ',' I I I 1(\ i ! . ~ i ,I lYP. I," I I I / / J, \ '. ./ ' " I " I I I, I I '. ~ \ . · I,' , ' ',I I',' ' I I" I '. I + I . " ' / ~ , 1 " /' 1 f " / I 'I I . lit t ,:1 j \ . lIt I' j' ' \. / \ ( . ' \ I I "; I, rl -1-,' I I' , , . . ,/ I I '. ~ - - . "/ ~ ,"',' "1 t ,j/ IF ..,,'. ./1 ~." ", I '" ~ "- /'. . 1 I . " . I " /" ,I ''''' ~ / / ~ ~ I'. t /- /- L!.1 1 :./ I .' "I ~~ l~ Lt. .'1 I", I {~' ___ c;- ~ _ ______ - ~ ~ --- - 1 ___MA~~AL STORAG~ ~ 7 ~ t ~~J r~ 10 r<.~ r c ,.'. --,~'~ I t //1 ,. ," I / /. I r 1 \ , l"'. ,', t II I I : I \ {I I " I ~ ,,,\ ' / I" 1 I'. 1 I' / / : . .! ( ~ ' t" I 1 'I 1 1 I \ ',I I', '. ' f, \\,' . "'-. '. t I " 1 " ./ I' I J '\, I , I '. I \ I, I., I. '" \ \ ,'~' ~ \ \ " ------- - " - ------- - ~99- r-.~ I ' , I I ' ' " t 1 ' , -/ j'. "',. / 1 ' " t I t I 1 / '/ '. / I I I ' . , ./ f ," .f / '/ r ,/ II I 1 I, 1 / 'I --- - --- " / ~ r @) ~ #<V'v ~G <v~s~~ "'-. '" ~ '" " ""', ------ } ( PROPOSED GRASSY SWALE AREA OF PHASE I DEVELOPMENT I I --~ ---- ------ ......... ---- -- --~- n I ',.J I .! I I I I 1 . 1 I 1 I 'I I 1 I . .' I 1 ' f I ,I I I I "I I ' I I . -! /' '. I I. I I. . ------ ---- ---- -- -- r f ' I' . I ' / /. I . I f I ", t ' j', I /. I .f 1 '/ I I II I .' , I /' "/ I I . I' " " I L~ 1 N SCALE: /1#=301 301 0 301 ~ II 601 I NOTES: 1. AREA OF PHASE I DEVELOPMENT = 14,367 SQ. Fr. 2. NO PARKING IS PROPOSED FOR PHASE I. 3. LIGHTING SHALL BE WALL MOUNTED PAC LIGHTING. 4. ELECTRICAL SERVICE SHALL BE PROVIDED BY OVERHEAD LINE FROM NEW TRANSFORMER ON EXISTING POWER POLE AT SW CORNER OF THE SITE AS SHOWN. LEGEND OHE- EXISTING OVERHEAD ELECTRIC FOP- FIBER OPTIC LINE -x-x-x-x-x- EXISTING FENCE ) ( EXISTING CULVERT Q9 EXISTING WATER VALVE lXJJ EXISTING WATER SPIGOT @ EXISTING CLEANOUT {ill) EXISTING AREA DRAIN -* EXISTING PRIVATE LIGHT -e- EXISTING POWER POLE W /TRANSFORMER -II- EXISTING POWER POLE ~ EXISTING ELECTRICAL VAULT ( ) EXISTING PROPANE TANK 00 gfooS .I""-l $-{ ~ ~ (J.) (J.) ~ ;8 :> .- r--I ~ 00.1""-l ~ S gfW Q~~ oe3 00 ~ ....... o ~ 00 ~ ......... 0 O~ J""...O E OJ""...~t")o ovo;LOo N ~ I ~.~ lLJ NIt: ~~g~E en .....-- V -0 .. c: . 0 ..-- .....-- 0 ~...J~"--C: lLJ,--,~~ o ~ .. '--'(5 O~ ~ ..@ (X)ct:O~:::: t")o..:Cl.1..:0 eno.. ~ ~ o ~ ~ ~ o a .~ ~ c..:> ~~ ~ ~ if) ~ ~ g o 0 (j ~ ~ ~ ...-t ~ ~ ~ <J)~ S Q) ~~ ...-t ...c: ~ ~ ~ fI) ~ Q) ~ ~ ~ Q ~1; ~ ~ ~ · ....-f ~ ~ rl"'"'\ v.~ \..I..J. ..t:: ~ (j ~ .~ ~ ~ o Z f- u .. La La ""') f- 0 .( ex:: o 0.. .~ ~ ~ N r:.: t:O t:O t:O c;:: ~ 0 0 0 o ts:l La La La :t > ~ ~ ~ l:i.i La La La ~ :>:>:> < u La La La 0 en 0:: 0:: 0:: U CX) o U) z o jooooof C/) jooooof > a.. [JJ " ..... SHEET C2 of 7