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6600 SW BAYLOR STREET EXISTING PROPOSED o Monument W 13 Cotch Basin Q J Manhole • Clean- out � _J A.0 Pavement E X / S r/NG WA rFRR/W R/W Sidewn Ik RESERVOIR 30 0- Fire Hydrant 1 --3 Power Pole and Guy , 1 - - Center line \ 7' 6" 5' S " 4=0�� /3= 0 " Property Line �� NEW /2 STORM - -- -- ' - -_ -._-_ -_. - _ OF 4 -G Gas Line \ a Mp)lk DRAIN _ --121'W Waterline \ LINE. --- �, C � 1' ST'L) -6" m - -- - -- - Edge of Pavement ` Q i 8(11 C DWY. -- ---- Curb X S s ��/ x a , C EX/ST G -- ' N a ° - -- -- - -�- — -- - Ditch M V' 9 /8 Dwy NEW a I EXCEP T as N 0 rE D) --ST--- - - -• Storm Sewer V V o o`�� r _1_ . "" ASPH.AL N 4` � • � 6 - SAW CUr LINE_ � rl ®G.v x ` I I -.--4 " A C WEARING COURSF_ LEGEND ' `Exi<r Conc -� kl 3 'f( / �•�' p� Al. ® 3 �' F.N. SrA.lS�G2.IFi ;(3/ l.r) r ` - S= p� ` CLASS B MIX EX/Sr6 PAVING r%� Gv / Q v INS 6, C.B. �,j - : •� ': , ry Ex is1 Chuen \ "+� / 3 1 , / ac I� Wirf..11LAlR0l1 11'1. - �--- Gols �L ink Fence `� V Gate _ _ !.P �' E4.3'59.46 _at MAc1"CN S► 11 !lONQt � Q,: J - - 4 N . J(_x-- < -�4--x x - -1c x -xx -x _W - < x < x-t� x - x �C� ix C.+X^'� )00 _ _ SEE VIEWI-o► C O ST - 4 �`�` cA►d s� � C PS _�A w_� � ��_ _rte � •i' � i V � � • _ __ _---- _-. - --� -FL 3(0./ 4„ PCC SIDEWAL { -�_ t--12"- -S r -- -r- --i}- !2-=-�S T— _ ► —_ _�.�_!�_"� � 77 4 - sv/2"of 3/4 „ O„C R �I BASE OVER COMPACTED _ - "' -- ' 1 ' z O a,. W FILL, L _ _r ; I SAW Cl/r L -FoGE of EXIST'G -2"OF 3/4 `=0 C.R. LI I w n WV � N PAVEMENT I N zsrA. � ICr_INSTALL on Ci"C.l. LINE l4��3(25 />I I -MATCH EX/sT G - e„ I - 0 - - -- - -1 - - - --+- - - - - _ _ t _- ---- - - - _ , _ -_•,_CONS TR. MH. - I a CURB TOP OF 2 - O C. R. 12 60 /3 t 00 ��• Q /a A100 ------ - --�- C/TY DWG NO 11011'\ i FL. 344.Sd 73- A- 30/ \STA . l5 1-06.60 \ CIrY of r/cARO � 14 S. W. BA OR ST, / , `-sr o cuRe ® --- -- ------- B,. -, -- �, - -- -- -- _ - - --- __ EXISr 'G �ciARD RAIL A DWG l8 m ;�-- -- -- -- — — — — – _ - -B' — — w _ 1F APw TYP. SECTION j &V's SCALE. N 0 RIZ . 1 "= 5' VFRr i ` i I Q O 21°28'42" I z .� R = 50 M T = 9.48' L = 18.74' 1 I 2 . 5' 1 Z i O 1 I I Y(MAX.) W 211. 4 = 91-59'34" I o PLANT/L,p►IIV �i j t�» S. P. W R = 22. O W I 2 ._._...� Ln T = 2 2.79 � --- ' �/ ? L � / �"0 D I w Q I a s a 5 0,4 L E. / E 0 ' L = 3°i. 32' M/N ( / W/SCREEN IU_ --NA r/VE END. � MA TER/A L ��--T-"• �_.�T'- - F- X rr L 2 W T P off IZ 2 W Q - - -- - C ►� ,•- � � 1 \ � ----- �- _ 12 '�C.S.P. -7- 12"CSP � ? � W3,-0 � v� 3 -0 ?_ H.c" CLASS B - _ i r S EL EC r GRANULA =;=\' 12 APWA DWG NO. 4 - { - -- -- 0/" N1AX MAT"L . _ . ' / 4 %f/N AREA DR-41N (n z 1 O ° on" in _ 1 95/o COM ACT/ON �, rYPE 17 w/ z F RAMS and GRA g.2 I, � 1 APPROVED tdsTRUCTf0A0 O !G V C ISSUED BY�Cr1v �oARo pT� , a M OC �_7 DITCH "SECTION TRENCH SECTION ,� ' C � � W LLJ 0_�. 9 �, 2 N -rs ,v rs w D�T�2 z CURB END 2 DRIVEWAY SECTION " y g - 6 476 N )'S NT.s 0 OPERATIONS DEPT 8Y � DAT 3 ^r z� Q i � a /3.9d' 3,5'.32' 734 ` i� -- I of o ' BY -�' DATE y O Q Q U z r 0OD -� — ---F---- � I P.G.E.CID,: BY A. I1� w YIEZ Oco ( 1 I N. r. s. � I (&"�TEL CO.: 13Y ` ATE�r�' /f O, V. _-- _____ ___._._ Q la I ✓ QCABLE 00.. BYE-= DA Z`{ � Oj� W � tr h q Vi M.W. NAT GAS CO.. BYZ!'�DA J -NEW TDP SOF CUREJ vp u IemM NOTE _S :(NORr SIDE) W w L' 360 3360 w ter/ yr W EXl�, NCI \RADE' TAll Construction 1 Shall Conform to the BY �1—DAT�.Z., City of TIGARD Standards and Specifi W � 'RIFY DE r�- 1A _ —_ , — _ - 35 2� Provide 6" Mir. . Clearance Between Pipes . Contractor to 1r ENorE I / � Pothole Existing Waterline to Verify Depth -Adjust Grades 0 2 � � � LU f I ✓� to Meet Clearance Prior to Start of Construction . Also K�� I � Verify Gas Line Depth and Location . � � 0 _ - �-,2U. L.F 0 EL -- S=0�/�9 - - - - •�• _- ;-,o, S.P C- l4 CL.3 , 13 l2 P -l4 , L .3 "1 350 - -.__— N __.-__ _ ______-_�_�---_- --_� _ IVio iif icatlon of Gate is Necessary to Match New Grades . ER F 350.21 v rransi t ion Sidewalk from 5' rt PC. to 7.5 ' a1 PR.C., Back of STOkM SE Sidewalk to be 2% Above Curb at PC. and 1% /above Curb 3 w � - - ,34e5 - - - �X _ --- — - - -- --�, d. - - - h - - _ - --- - --. �`_.. _ - .345 at P -S.C. N W -t N (yi ix Bench Mark : Pacific Highway ( City of Tigard Datum) !`I Brass Disc R M - I Bay 2, 1975 I ' _, 1 J N of Wheel - , -- - - ------- -. Bi 69th Ave.Ave N.E. or. P Hwy '=' Chain. _ 340 • 340 -- -- i Elev. 3 48. 4 5 QZ rnN, '4)kr)� 4)kr) •'1 I PRO ILE to i I ;►Z!. �*;+'+f„�Ml: '..;'.T: '�� ,n SCALE. ND 11 /"= f0` APPROVED CITY of TIGARD ,,p�;�a�:'t.t�'.�»� l.f �.• � '``��°" � � G--•-F O R G O Ind S T h lJ C T I Dat /3 /4 /1.5 00 e CITY CSR TIGARD �'� Q a Zco W P F t1 Z -7-97 AY- -�_ zV' � �� ' Fig 1019e1 -_�ATe`�- + _1' _ ....'"—ff'•-`I:•_-_.... `- FYI lk,,... .. .. YID . ...„R1 ���wYi r.n,....w'Mrrw� r� _ _ s..-_ter _ .w.... ..,.... ..._._ ,,. .._,. ..._ ,......._. _., ...,,... ... ,,, r .._. , ._ ,. 'Irl .fir '•.,. .. , _. . .�.,h C - "T'..IifG l•��... .. .... ,1� 1-..:'� - .: '".":K: - Y }. I _ Jr � 111�•11111111I111111111117, 1t1�6�1�1I11'��"IIIIIII`IIIII,���1r!'fr IIItlIiI11�111111M 1lilllllf1rI1ill 1Jill 111111,III1111I1111111it,I,IIIll Jill 111lIIlfllllllllllIll I111111J'IIIA' 2 5 6 7 © A 110 I I 12 NOTE: IF THIS MICROFILMED 4rw 1 �-"."""". se".' .' '.'^ . _"_._ ._ -._•___. DRAWING IS LESS CLEAR THAN THIS NOT I(X i•-1T IS DUE TO Df QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 LZ 9? SZ fZ Ei.' Zi' 12 OZ 61 BI /-1 91 SI V: EI ?I II 01 6 B L 9 S J -,b E+... Z I"""" :�IIUIIIIIIIIIIl1111NIuu11111IIn111111�1ullNllnlf♦111l�111�IttK,�rlu4tn►NiI111II11ifII Ill 1111111111111111111 111111111lurllrlIli,11111111111diiiliiiiiliiuiU"111ulluu111111iiiiiiiiImilioiIii11!)w�F9ltllluulilulJlll�lluluu11111�11111!!t! 281. 9 vMARCH t rJILE NO. 2y-1-9-1 BAYLOR ST. - 6600 STR. OPN. PERMIT t I I C-ti 12 i LOOPIER CONSULTAN'T'S, INC. ENGINEFRINGil,LANNING/CONSI'RUCTION SERVICES 11675 S.W. 661h AVENUE • PORTLAND, OREGON 97223 • (503) 639-4914 79951 August 12, 1987 Mr. Randall R. Wooley, P.E. City Engineer City of Tigard f P.O. Box 23397 /g �o Tigard, Oregon 9722.3 .Z/v v 7 L Dear Randy: Enclosed is a reproducible of the "As Constructed Drawings' for the S.W. Baylor Street improvements. The project has been satisfactorily completed by the Tigard Water District in accordance with the city of Tigard specification:,. If you have any questions, please do not hesitate to call . Sincerely, COOPER CONSULTANTS, INC. i Keith C. Thompson, P.F. Principal Engineer /fb Enclosure cc: Tigard Water, District File It - April 27, 1987 CITYOF TI17ARD OREGON 25 V9o15 or SeIVICe i 1961 N86 / Tigard Water District 8841 S.W. Camiercial St. Tigard, OR 97223-6290 Attn: Mr. Robert E. Santee RE: S.W. Baylor Street Improvement Dear Mr. Santee: This is to be transmitted to you to inform you that your request for waiver of the requirement for posting of a performance bond for work proposed to be performed by the District along S.W. Baylor Street, east of S.W. 67th Avenue, is denied. Please note 15.04.050 (2) & (3) and 15.04.120 enclosed herewith. Were the District to post an annual permit bond, per 15.04.030(b) and 15.04.050(1) , such would be sufficient to assure the proposed Baylor Street work. Sincerely, 4 John S. Hagman Engineering Technician JH/mj i 13125M Hall Blvd.,P.O.Box 23397,Tlgara,Oregon 97223 (503)639-4111 — ------- -- -- - 1 P) . 04 . 040--15 . 04 . 050 ® the actions of the applicant , and to file a report of the work done within forty--eight hours of its completion . Appli - cation for each permit to be issued for a limited time and for a specific cut or break in the street or alley shall be accompanied by a fee set by the city council according to Chapter 3. 3.2 of this code. L) (b) The application for an annual permit shall be in form as prescribed by the city and shall specify the name, and address of the applicant, as required by the city, to comply with the provisions of this chapter, an agreement t , save the city and its employees harmless against any injue •, or damage as a result of the actions of the applicant , an,? to file a report of all work done under the permit within ten days after the initial cut or break in the street of alley has been made. Application for ar annual permit sh,iil be accompanied by a fee set by the city council according. to Chapter 3. 32 of this code. (Ord. 84-54 �1 , 198.1 : 81-93 51 , 1981 : Ord . 74-14 y3, 1974 ) . 15 , 04 . 040 Permit--Conditions . All work in streets or other public places shall be done in the locatic,:t approved by the department of public works and in accordance with plans and specifications prepared or approved by the depart - ment . Such permit may include conditions binding upon the permittee . Such conditions may include prior filing of a performance bond and/or a maintenance bond and may include such other requirements as the department of public works finds appropriate in the public interest . All work clone shall he subject to the rejection or correction requirement :: of the department, of public works and subject to its fin;11 approval . (Ord. 74-14 54 , 1974) . 15. 04 . 050 Secures. Before the issuance of any permit , the department of public works shall require the applicant Or his contractor to file with the city, as security, either : (1) In the event an annual. permit is requested, a surety bond in the amount of five thousand dollars , unless the applicant is already hound by the provisions of a fran- chise ordinance or a subdivision compliance agreement . (2) In the event of an application for a permit fol- one particular cut or break in an alley or street, a surej.�, bond in an amount equal to the estimated cost of the work t"' be performed . (3) The cost upon which the amount, of the bond or so- curity shall be based shall be the cost of the work to be performed within the public right-of--way, and not the cost e,t work to be performed outsAe of such right-of-way. e .. 187-2 i1'igard 4/95 ) 15. 04 .U 5 ll (4 ) Security may be held on deposit by the city for a period of one year. The security agreement shall provido that the applicant or his contractor will, immediately ippon completion of the work, be obligated to keep the wort: irn a state of good repair at his own expense, and that he -;hall continue to do so until released from the maintenance o hli- gation . In the event the applicant or his (~ontractor 1 .iil 187-2a (Tigard 4 810 .i. i14 . 090--] `; . 0.1 . 1 :0 twe;,ty-six feet in width includinq end slopes , and if more than: one driveway is to be constructed to serve the same lot. , the frontage spacing between such driveways shall be not less than thirtp feet measured along the curb- line . (f) Joint access driveway§ shall conform to thr appropriate width standard for commercial or residential - type usage. (Ord. 74-14 §8 , 1974) . 15. 04 . 090 Areas of limited street improvements. (.1 ) Where standard gutter and curbs have been installed but where concrete sidewalks have not been installed, the appli - cant shall be required to construct the driveway approach from curb line to the applicant 's premises . The cost shall be borne by the applicant . Ori Where standard gutter and curbs have not hoon in- stalled, the driveway approach may he co;istructed of the same material used for surfacing the driveway. Tho applicant shall improve that portion between the prope, ty line ancj existing pavement in such a manner as to not impede surfact, drainage along the street. The cost of that portion of the improvement, between the property line and existing pavement , shall be borne by the applicant . (Ord . 74-14 59 , 1974) . 1.5 . 04 . 100 Abandoned driveway approacht•s . 1n the eVent a person, firm or corporation makes an application to rc— • locate a driveway approach and abandons an tx ist my klr ik•t— way approach, the applicant ,hall remove the existing drive way and replace the curb to a standard cur)-, section at his own expense. (Ord . 74-14 510 , 1974) . 15 . 04 . 110 Sufficient parking required . No permit too the construction of driveway approaches to public or pr.ivatt, property shall be issued unless sufficient parking area is provided on the property served , entirely within the property lines in accordance with city ordinances . (Ord. 74-14 511 , 1974) . 15. 04. 120 Unusual conditions. The city council may grant variances rom the regulations and requirements or this chapter, provided it is first determined at a public hearing that the following conditions are all presen, : (1) The variance requested arises from peculiar physical conditions not ordinarily rxisting in similar alis tricts in the city or is due to the nature of the husines!; or operation upon the applicant 's property; and (2) That the variance requested is not adverse to the public interest , particularly safrty , health and genual welfare; and (3) That the granting u1 t.ht pormi t for the vai ianot, will not adversely affect the t-ictht of -Ad iac t-Itit protit'rty • owners or tenants ; and 187-4 (Tigard 7A ' 1 . 04 . 130--15 . 04 . 1tt0 (4) That application of the strict terms of this chapter will work unnecessary hardship upon the applicant , property owner or tenant. (Ord. 74-1.4 §12 , 1974) . 15. 04 . 130 Jurisdiction. The requirements of this chapter shall apply to all public rights-of-way under the jurisdiction of the city of Tigard, dedicated by plat or deed, created by user, or the use thereof control le i by tht, city pursuant +-o agreements with Washington County or t)ik, State Highway Department. (Ord . 74-14 §13 , 1974) . 15 . 04 . 140 Inspection and acceptance . The prrmitte� must apply to the department of public works of the k•ity inspection of the work to determine compliance with tht, quirements of this chapter , rrior to final acceptanee t•t ! 11! work. The permittee shall not be relieved of obligations under any performance or cash bond posted pursuant to tht, provisions hereof until the work is in accordance with tht, terms of the permit and has been accepted by the department The permittee shall further remain obligated through a time period which may be required by the city, via a mainte-.ianrt, bond , but not exceeding one year from the date of ace titanct- of the work. (Ord . 74-14 §14 , 1974) . 15 . 04 . 150 Barricades and safety measures . whenevot any person , under authority of this chaptor or otherwise , places any obstruction in a street or alley or makes any excavation therein for any purpose whatsoever, it shall ' the duty of such person or corporation to keep the obst Fill- tions or excavation properly safeguarded by substantial barricades and display lighted red lanterns or other 1i.iht or flares from dusk until daylight in conformity with such regulations as may be specified by the city engineer. Wheiti ever, in the opinion of the city department of public works , the public safety is endangered by such cuts or excavations as to require constant supervision from dusk to daylight to insure that all barricades are in proper condition and loca- tion, all warning lights are burning and all traffic is properly routed around such barricades , the person to whow the permit for work has been granted shall be responsible• for furnishing a night watchman for that purpose . (01-d . 74-14 §15 , 1974) . 15 . 04 . 160 Liability for accidents. Every person %'t corporation having occasion to place any obstruction in any street or alley or to make any excavation therrin under provision of this chapter shall be responsible to anyrl:e for any injury by reason of the presence of such obst i-tict ie::,, or excavation on the public highways when the ohstcurtion excavation is the whole proximate cause of the injttty .ind . shall also be liable to the city, in the event that the tc 187-5 (Tigard 2/25/74) dr�Ga G� ZU . -� 5 3e '�j� ar'J F TIGARD CITY% ��' �• OREGON ._- April 20, 1987 �L rC►� 25 Years of Senrict 1961-'986 Tigard Wr ter District 8841 S.W. Corrmerci.al St. Tigard, OR 97223-6290 Attn: Mr. Robert E. Santee RE: S.W. Baylor Street Improvement Dear Mr. Santee: This is tra,,smitted to you to affirm City approval of your request taint the require;ient for a performance bond be waived for street improvenirnt work proposed to be performed by the Waiver District along S.W. Bayl()r Street, east of ,5.'O. 67th Avenue. Th basis fo•. the rnval is T.M.C. .04.120, pr oily, unusual condi. ns; w.clery District is Yalu arily improv - public rzaht-of- _Inc hten d written assu ce to thc� C i _ th��t the District�surp--se li 'ity for said vor and wi.1 do by all usunts of C . �suanr_e of a it for work such nature. Very Truly, William Monahan Director. of Ccrniiunity DcwelolxnPnt cc: file /f �r ps 37 ,5 oee-- c Gam'' eef j. ,frojol '0 J- 8� ' ,G III 7s l �'� I� �� ���/: '� ���� ,S ��• 1�_, v'E��+ 13125 SVV Hall Blvd.,P.f7.Box 2397,Tigard,Ordgon 972 �1 vim+ -. APPLICATION - STREET IMPRC 'MENT/EXCAVA'TION N COPY TO: ORDINA 4CE NO. 74-14 (WHITE)-FILE (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY J (BLUE)-APPLICANT APPROVED [� 'PPLICATION NO.. Z O� NOT APPROVED 0 CITY OF TIGARD, OREGON FFL AMT. S_-__- 2L2,/7- PENDING FEE. PMT. ❑ CI71" HALT. RECEIPT Z. 7O' _ FENDING SECURITY 0 PUBLIC WORKS DEPARTMENT RY _-.. DATE-_ !f / /4 / '&'7 i — PENDING AGENCY "OK" ❑ Application and Progress Record - - - - - ------ PEI!DING INFORMATION ❑ MAINTENANCE BOND FOR STREET IMPROVEMENT/EXCAVATION As REUUIREI, ❑ ANNUAL SENDING VARIANCE ,1 EXPIRATION DATE'}_—�� rERMIT NO. 24 ''6 !_ DATE ISSUED: 'T- tel !913 — 1 I APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ EMF S _ IMZ'_ V_EMENTS�_ TO BAYLOR_S _.__ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT T� rd Water Dj,g�jct 8841 EQW--CCT excial-St. _____TiNAMgard,__O� CITY 3 - CONTRACTOR &FIAIF.__ NAME-- _.� ..._ --_----- ----._-- ADOR[SS CITY ��—_---FHONE --- PLANS BY C oiler Consultants, Inc. 11675 S.W. 66th Avenue Portland 012 f, -49 14 NAME ADDRESS - ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): : _ 6,553.00 DOLLARS (2) EXCAVATION DATA: --- ^�-- Fon oRFic use- 0.04 x : 6 53, Q_: STREET DESCRIPTION PROGRESS 8c INSPECTION US NAME SURFACE CUTCUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITEM AI QUANTIYY ITEM DATE REMARKS/TYPE BY S.W. Bayl r Street - See CLty apfiroved blan STREET INSPE - R TION E ESTIMAI ED STREET OPENING KATE: / / ESTIMATED STREET CLOSING DATE / ST �- - _ D (3) SECURITY NO._' SEC RI r AMT. $ a STREET CLOSED SURETY CO : �L Sfit:rl�: llr 4 FINAL 1 CEpTIFIFDCHECK (I CASH ❑ p r INSPEC. (4) PLOTPLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. All work shall bc, in acco xUan e ( 1 ( I 1 I with the Cit approved plan 1 Work Area i,, therefor; and in accordance with City standards & spec-f- X ications. 2) Traffjr-_mntmi shall Le responsibility of the develc) -r & his contractor to maintain/ I � 1 I I provide for.. 5) NOTE THE: CITY OF TIGARD DOES NOT, HEREBY, GRANT PERI-ISS1ON TO APPLICANTS TO CONDUCT WORK W/ ERIE RICHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STA'iF OF OREGON. 'i HE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS ND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE ` ` �'%A`!t DATEh, i I CITY OF TIFA RD N o. 21705 i 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD,OR 97223 I ^ ' Name - F Address LotBlock/Map Subdlvlslon/Address ---— -- Permit M's !Bldg, Plumb Cash Check -f •. r I — Sewer Other Other I,ec. By I r Acct. No. Description Artiount ; 10-432 Building Permit Fees _ _- 10-431.600 Plu;nbin Permit Fees 10.431.601 Mechanical Permit Fees___ 10.230-501 State Bldg. Tax 10-433 Plans Check Fee 1 30-443 Sewer Connection 30-444 Sewer Inspection 51.448 _ Street Syst. Dei. Cha_rPe v_ - I 52-449.610 Parks I Syst_ Dev. Char 52-449.620 Parks II Sit. Dev. Charge 31-450__ Storm Drainage Syst. Dev. Charge 10-430 Business Tax 10-434 Alarm Permit 10.227 - Ball _ 10 455 Fines- TraffIc/MisdlParking_ 10-21n. CPTA Trafiic/MlsdlVic. Asst. _ 10-456IndI en+ Delense r3310-122-401 Sewer ServicelUSA _ __0.122 402 Sewer 5©rvice/City 30% 30-123 Sewer SevicelCity Maint. 30.T-2-5 - 31-124 0.12531 1 4 Storrn Drainage T_ 4 -4� BancroTt i'rfn. Pymt. � 4 -471 a,�croft Int. Pymt� -----�-- TOTAL �, CUSTOMER / PLEASE TAKE THIS TO /THE CASHIER FOR A RECEIPT NAME E. �r-cJ � �fe�.l LJls tri 7" —� DA i'E: E 5.G0, !�7y�or ��r. Zn+�r✓, ACCT. N ,_ DESCRIPTION _ _ AMOUNT_ 10--22000 Refundable Performance Bond Deposit ---____ 10-43500 _ Sign Permits HOP TU 10-43600 Public Sewer Plan Check/Inspection Fee 10-43600 Public Storm Plan Check/Inspection Fee 10-43600 Street Dedication/Public Improvement Fee $_ X10-43500 Street Opening Permit 10-•43601 Street and TrafficMarking _ $ 21-44200 Street Light Fee 10--43700 Subdivision Applications: S MLP 10-43800 Zoning Applications: ZC CPA ZOA Pp Mise --_ --- -- SCE_ CU SLP _ ._V _-- 10--44000 Other Planning Fees: SDR Non refundable portion of Appeal Fees $— Refundable portion of Appeal Fees lU 22000 � pP 10-45100 Document Sales : li Engrg._ Planning _ Bldg. s 10--43000 Business Tax 1OTA1 104511/002.3P TIGAP.In WATER DISTRICT No. 31678 ATES NATIONAL BANK 8E.'1 70.COMMERCIAL in 2422 ,8 TIGPIiO,OREGON 97223-6290 .RE. BRANCH MF 639-1554 DATE CHECK NO. CHECK AMOUNT 04/08/87 31678 *****262..12 The sum of 2 ro;Z - -- PAY CITY OF TIGARD ���1'�6 •� � /C1�.At's•�•' 10 THF- P 0 BOX 23397 mitt H rP TIGARll OR 97223 RC-10ITTANCE ADVICE TIGARD WATER DISTRICT 8841 S W COMMERCIAL 71GARE, OREGON 97223 6290 VENDOR: 210040 CITY Or TIGARD TRANSACTION DATE q ESN GROSS A 0 JNNt DEOU Q _ - NE't AM UNT 04/08/87 PERMIT FEE 262.12 .00 262.12 CHECK DATE CHK N0. _ TOTAL GROSS — SAL DEDUCTION .,:; AMOUNT -- 04/08/8.7 31678 262.12 .00 262.12 _.CATION - STREET IMPROV► _ VEXCAVATION COPY TO: ORDINANCE NO. 74.14 91 (WHITE)-FILE y� (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY (BLUE.)-APPLICANT APPROVED -;i, 3 NOT APPROVED ❑ CITY OF TIGARD, OREGON APPLICATION NO.: -- Z FENDING FEE. PMTFEE AMT.: 11_ 71.? '. ❑ CITY HALL RECEIPT NO.: _ PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY _ DA m_— — — FENDING AGENCY "OK" ❑ :1Pnlicalion and Progress Record — - — — — — — — - — — PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION MAI AS REQu REDoND w 7� PENDING VARIANCE ❑ ANNUAL `- EXPIRATION DATE: LIG34� _ PERMIT NO.: . DATE ISSUED: _( .1 `' _ _L _L-� , BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL HALF STREET .IMPR_OVENIaM, --TC) BAn0R--ZnUZ' A5 DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. I APPLICANT ___T',1Sjar Water.�lS.triCt_- 5841 �_w �rmc+rri „ al ";t-- NAME ADDRESS '--uSiJJB�_ 63q_�516 CONTRACTOR _ lftCITY PHONE NAMECITY _ i ADDRISl "'-- PLANS By—Cooper Consultants, Inc. 11675 S.W. 66th Avenue Portland. OR v'"oNe NAME _ AnnREsS 639-4914 CITY � 1 ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 1 6.5 00 _ (2) EXCAVATION DATA: I OFFICE USE- 9.0.1 SE --"- --'- '_� CMIN x : 6553.2Q_-s STREET _ DESCRIPTIONOGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERI _ TYPF. LENGTH WIDTH DEPTH ITEMEM DATE REMARKS/TYPE BY S-W. BaYl Street - See C t a meed 1.anEET -ONESTIMAT'E.D STREET OPENING DATE:ESTIMATED STREET CLOSING DATE: S1 / TE(3) SECURITY NO. SECURITY AMT.: S _6, 4ED �'-- SURETY CO.: _ FINAL - CRTIFIEO CHECK O CASH O DOND C INSPFC. (4) PLOT PLAN: INDICATE SIT-EP ERTINENT P14YSICAL FEATURES; EXCAVA NON LOCATION AND EXTCNT. SPECIAL PROVISIONS/ CONDITIONS: 1 1) All work shell be in a�crrr�l�p I I I I I _ with the City approved plan Work Area I w therefcr; and in accordance U q e a � - - - - - ith Cid standards & specif- ications. -CURS _ 21 TrAf ,t shall L the , ° ,, - - - - - - _ _ _ responsibility of the developer -1 I^ & his contz-actor to maintain/ l I v) I t I provide for. I I 15) y NOTE THE CITY OF TIGARD UOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO WORK WUWWHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATIC OF OREGON. THE APPLICANr AGREES TO DEPOSIT THE REQUIRED SECURITIRS, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HAdRMLEns TPE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. /��ANTS SIGNATURE — DAT[x , 191 7 J. Jo��r1 ,�� �,r..,� 4-is-� . � �. ,!i � l'f� ✓ �Y �//s s��,,,� �u i T I G A R D WATER DISTRICT_- E394, 5 W COMMERCIAL ST i TIGARD,OREGON 97223-6290 PHONE (503) 639-1554 ff N91 April 3 , 1987 William A. Manahan Director of Planning & Development City of Tigard P. o. Box 23397 Tigard, Oregon 97223 Re: Request for waiver of performance bond for street opening Dear Bill. ., The Tigard Water District has applied for a street improve- ment/excavation permit to improve the north side of ;W Baylor SLreet- , near 66th Avenue, adjacent to the district ' s two steel r.aservoi_rs. This i` aOL a Lucluired project k:•.,t -ane in whiCh t1�e water dish ct `eels it should do to enhance the livability and appearance of the city of Tigard. A copy of the permit application is enclosed. The district will gladly pay the required permit fee: of $262. 12 and abide by all standards and specifications of the city. Since the water district is making these improvements on a voluntary basis, the city can be assured that the district will faithfully and truly observe the terms, provisions, condi- tions, stipulations, directions and requirements of said permit and will hold the city harmle.:s for any subsequent claims that may arise. The water district has ample insurance coverage to protect any claims which may arise. It is requested that the requirement for a performance bond be salved in this case. Thank you. Sine: rely yours , Robert E. Santee Administrator APPLICATION - Sl REET IMPRO RENT/EXCAVATION COPY TO: I ) )WHITE)-FILE ORDINANCE NO. 74.14 (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (P(BINK) -OTHER AGENCY (� LUE)-APPLICANT APPROVED I APPLICATION NO.: NOT APPROVED ❑ CI I Y O) 11GARD, OREGON FEE AMT.: S PENDING FEE PMT, Cl CI I Y HALL RECEIPT NO.: --- PENDING SECURITY ❑ PUBLICWOPKSDEPARTMENT BY �--_ DATF_ - - - - - - - - - - - - - - - - PENDING AGENCY "OK" [] Applicali( n and 1'rogTess Record MAINTENANCE BOND •—_— ___ PENDING INFORMATION O FOR STRELT IMPROVEMENTiEXCAVA'I ION AS REQUIRED 7c ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: _.fr l✓�{Er._��i� __ PERMIT NO. _ DATE ISSUED: Lt_ _ LV: . (1) , "PLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL HALF L = IMPROVEHi:'S M BA)JljR_STREEI _____- AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITU REQUIREMENTS. APPLICANT -_Ti a zd,-Water-Dis.tLLCt_ ._8841- S_W_ Ccmm-j+rr-inl�t�._ ,�ri" tG NAME ADDRESS CITY PHOP•_--_-� CONTRACTOR -- __ ----------- -- ------- --- -- ---- NAME ADDRESS �C ITY PHONE PLANS BY Cooper Consultants, Inc. 11675 S.W. 6f-th Avenue Portland,_ OR � 69914- NAME -� ADDRESS LITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S _16,L_553.01; DOLLARS FOR OFrICE VSE! — CMINJ (Z) EXCAVATION DATA: _ C14 X S F753.OQ -9_Z .x.12 _ STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL iNST II.LED ITEM DATE REMARKS/TYPE BY TYPE _ENGTH WIDrH DEPTH ITEM AI QUANTITY S.W. Bayl _ Street - See Cit a roved lan _ STREET C _— INSPEC- E T 1 O'J -- -- - — q U ESTIMATED STREET OPENING DATE: �_ —_ S ESTIMATED STREET CLOSING DATE: / I E STRECT (3) SECURITY NO. ----- SECURITY AMT.: E --54lU_QU-- CLOSE -_— -- SURETY CO.: ___ FINAL CERTIFIED CHECK O CASH O BOND I INSPEC. (4) FLOT PLAN' INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES: EXCAVATION LOCATION AND (EXTENT. -- 41) All work shall tg in acco�,�e with the City approved plan 1 I 1 I Wort: Area therefor; and in accordance Q with City :standards & specif- ications. TrAf f i r- r-natxal shal]_lr_IbQ_ til responsibility of the developer his contractor to maintain; ( I I 1 provide for. (S) NOTE THE CITY OF TIGARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS ro CONDUcT WORK WHERE RIGHT-OF-WAV JURISDICTION IS THAT OF WA_;HINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED :SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUC'r C 7 THE WORK, AND TO SAVE HARMLESS THE CITY ANO EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANT3 ACTIONS. APPLICANTS SIGNATURE .�` i/ • ,� DATE //QTR- ,L? I Ll=J` ell- \.;} CIl'Y OF T117ARD February 19, 1987 OREGON 25 Yeors of Senlcd 1961.1986 Cooper Consultants, Inc. 11675 SW 66th Ave. Portland, OR 97223 RE: SW Baylor Street_ near Mr. Thompson: Attached please find one copy(s) of a public improvement plan. Said plan needs to be circulated through the below noted agencies for review acknowledgement and, subseque +tly, returned to this office. Very truly, /oh S. Hagman Engineering Technician 2985P ITT PGE Company /-X7 Northwest Natural Gas 14655 SW Old Schools Ferry Rd. 220 N.W. Second Avenue Beaverton, OR 97005 Portland, OR 97209 SEE: Jim J:.hnston, 643-5454 SEE: Ron Polut, 226-4211 General Telephone Co. fX-T Tigard Water District 12460 SW Main Street 8841 SW Commercial Street Tigard, OR 97223 Tigard, OR 97223 SEE: Donna Donaldson, 620-0373 SEE: Bob Santee, 639-1554 /7 Metzger Water Dibtrtct /-X7 Tualatin Rural Fire Protection Dist. 6501 SW Taylors Ferry Road 8455 SW Elligson Road Portland, OR 972.19 P.O. Box 127 SEE: 1�sse Lowman, 245-3311 Tualatin, OR 97062 SEE: Gene Birchel.l, 682-2601 2985P 13125 SW Nall Blvd.,PO.Box 233Q7,Tigard,Oregon 97223 (503)639-4171 /-7 Fire District No. 1 /3(/ Willamette Cable 20665 SW Blanton 14200 SW Br.igadoon Court Aloha, OR 97062 Beaverton, OR 97005 SEE: Bert Parker, 649-8577 SEE: K. J. Street, 644-3188 /-7 Tigard Post Office T State Highway Division 715 NW Hoyt 2.131 SW Scholls Ferry Road P.O. Box 3047 Beaverton, OR 97005 Portland, OR 97208-97608 SEE: Lee Gunderson, 229-5002 SEE: 4tke Krygier, 294-2380 70 =CiTI4 TiluHl�_r.N JuNN I40at.Hnr4 ^ii71 c s r0-TS TFM-r CITY OF TI6q RD rl+e7 '&-)"b hv�vuwr W.L1_ BE {6,554 !?V OREGON February 19, 1987 m1, -tits r"-H'r v.ev 25 Veois of Service P►-est.' be ►.;o's ks��rNc rtr+�r rf+�sc ►-1uH1t�e r Cooper Consultants, it Attn: Mr. Keith Thompson 11675 SW 66th Avenue Portland, OR 97223 Re: SW Baylor Street near Mr. Thompson: Thank you for rapid response to our concerns resulting from preliminary review of the aforesaid project preliminary plan. I assume thatou desire e to proceed toward issuance of a permit to f, cilitnte work p3rformance this summer. Subsequently, I've enclosed one set of "stampei plans" for circulation, along with a listing of agencies from which acknowledgment need be obtained. Upon return of the acknowledged plan I will prepare all necesasary documentation (Street Opening Permit Form and Performance Bond Form) for execution by Tigard Water District. Thereafter, upon payment of the permit fee, I will be able to issue formal approval to commence work, Sincerely, CJohn S. Hagman Engineering Tech. JH:bs2985P cc file enclosures (2) 13125 SW Hall Blvd.,PO Box 23397,Tigard,Oregcn 97223 (503)639-4171 –— - ----- -- COOPER CONSULTANTS, INC. ENGINEERING/PLANNING/CONSTRUCTION SERVICES 11675 S.W. 66th AVENUE • PORTLAND. OREGON 97223 • (503) 639-4914 79957/1.2.7 February 10, 1961 Mr. John S. Hagman Engineering Technician City of Tigard 1312.5 S.W. Hall Blvd. R.O. Box 23397 Tigard, Oregon 97223 Re: S.W. Baylor Street Dear Mr. Hagman: Enclosed are two sets of revised plans for S.W. Baylor Street. The Water Dist ct will be making the formal applrcai.'on per the city's approval process. We have shortened the project to include only the frontage along the Water District's property, as we have been unable to discuss the improvement of the remaining section of street with the adjacent property owner. The Water District wants to improve the street as part of their fill -in work with the crews this winter. The followinq comments are in response to the questions marked on the plans reviewed the first week of January. 1. The Water• District does not plan on installing street signs, street lights or sanitary sewer service. 2. Telephone service is overhead along the south side of Baylor. No service is required for the property. 3. Satisfactory shoulder support exists at the end of the street , which was constructed by the State. 4. The twenty-two foot radius at the end of the cul -de.-sac was used to match the exi ting radius. A variance was approved at the time Cooper Consultants , Inc. made their improvements to S.W. 66th Avenue. 5. S.W. 66th Avenue will sheet drain to the catch basin proposed on S.W. 66th Avenue. We expect the road to serve only the two properties and to be more in the nature of a driveway. 5. Cable TV service is not required for the property. 79951/1.2/ S.W. Baylor Street February 10, 1987 Page 2 If you have any further questions , please don't hesitate to call . Sincerely, COOPER CONSULTANTS, INC. Keith C. T omp�on, P.E. Principal Engineer cc: file 79957 Mr. Robert Santee, P.E. I COOPER CONDULTANTE, INC. COOPER CONSULTANTS, INC. ENGIF3EERING/PLANNING/CONSTRUCTION SERVICES 11675 S.W. 66th AVENUE • PORTLAND, OREGON 97223 • (503) 639-4914 79957/1.26 February 10, 1987 Mr. Robert Santee, P.E. Tigard Water District 8841 S.W. Commercial Street Tigard, Oregon 97223 Re: S.W. Baylor Street. Dear Bot, : Enclosed are ten copies of the Baylor Street Plans. As you will note, we have not `ncluded the improvements to the property to the west, as we rave not been able to discuss it with the property owner. Fred will continue ' his effort to discuss the improvements with the owner. Enc';osed is a copy of the city of Tigard's public approval process. The District should at this time make formal application. We have estimated the value of work to be $6,553. A breakdown of the quantities and unit prices is encicsed and needs to be submitted with your application. If you have any questions , please call . Sincerely, COOPER CONSULTANTS, INC. Keith C. TKompson, P.E. Principal Engineer cc: file 79957 F. Cooper ■ BAYLOR STREET ESTIMATE TIGARD WATER DISTRICT Unit Item Quantity Units Cost Total Curb 153 LF $ 3.60 $ 550.80 12" CSP, cl 3 115 LF 15.00 1,72.5.00 Manhole 1 EA 1,200.00 1,200.00 Catch Basin 2 FA 400.00 800.00 Sidewalk 55 SY 14.00 770.00 Apron, 7" 40 SY 18.00 720.00 AC, Class "B" 17 Tons 32.00 544.00 Aggregate Base (3/4"-0") 8 Tons 6.50 52.00 Aggregate Base (2"-0") 32 Tons 6.00 192.00 Total $ 6,553.80 COOPER CONOULTANTO, INC. i January 9, 1987 CITYOF TIVAID OREGON71 25 Yeors of Service 1961-1916 Cooper Consultants, Inc. 11675 S.W. 66th Avenue Portland, OR 97223 Attn: Mr. Keith Thompson RE: S.W. Baylor Street Dear. Mr. Thompson: Enclosed please find the preliminary construction plan for half street .improvement of the aforesaid roadway. Our comments are noted thereon. Also enclosed is a copy of our 'public improvement approval process ' outline. This should be of assistance when you a- e ready to make formal submittal of the Plan for final approval . Sincerely, - ,John S. Hagman Engineering Technician Enclosure (2) cc: file 13125 SW Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 I cmdfth COOPER CONBUL.TArVTB, INC. ENGINEERING/PLANNING/CONSTRUCTION SERVICES 15675 S.W. 66th AVENUE • PORTLAND. OREGON ?7223 • (503,1639-4914 79957/3.3 December, 17, 1986 Mr. John Hagman City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: S.W. Baylor Street Dear Mr. Hagman: Enclosed are two copies of a plan for the half street improvements of S.W. Baylor Street, between S.W. 67th Avenue and S.W. 66th Avenue. The construction of the Past portion, from station 13+90 will be done by the Tigard Water District. The west portion, between stations 12+80 and 13+90 will be reviewed with the property owoer for possible construction. The plan is submitted for design review and app; naval ar-d is not intended for issuance of a construction permit at this time. If you have any questions please do not hesitate to call . Sincerely, COOPER WNSULTANTS ,I-PIC. Keith C. Thompson, P.E. Principal Engineer /fb Enclosure cc: Tigard Water District File 79957 Western Surer/ Company/ CONTINUATION CERTIFICATE I i Western Surety Company hereby continues in force Bond No. 28075762 I briefly described as en Excavator, Cit , of Tivard, State of Oregon I � on behalf of ­Tigard Wa r Dys rirt i in the sum of $ n1111_nn__ Dollars, for the term beginning nprpmhpr 11 , 1aRA and ending nprpmhpr 3 r - i cm 7_, subject to all the covenants and conditions of the original bond referred to above. This continuation is issued upon the express condition that the liability of the Western Surety Company under said Bond and this and all continuations thereof shall not he cumulative and shall in � I no event exceed the total sum above written. , Dated this 2nd day of _ October r I9 86 WESTERN SURETY COMPANY l n•4,'. I I I g,;. .� By e_ 1 i ' Joe P. "' resident wr k MUST N nua on ' THIS "Continuation Certificate" UST BE: FILEDWIfH THF. ABOVE BUN !' ''.rrrrl�.Nr•r i r � r 90--A-$41 .� I imp r LJ - --__- --- - - O TyF" XD, Z:5 Io Western Surety LICENSE AND PERMiT BOND NOW ALL MEN BY THESE PRESENTS: BOND No. 29075762 That we, Tiqard Water District f the CityKNOW ALL Tigard —, State of Oregon as Principal, and the W E S T E R N S U R E T Y C 0 M P A N Y , a corporation duly licensed to do business in the ' State of Oregon , as ",irety, are held and firmly bound unto the ; City of_ Tigard _. State of Oregon , Obligee, in the penal sum of FIVE; THOUSAND AND NO/100------------------------ 5,000.00----- DOLI,ARS. lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal has been licensed an Excavator, City of Tigard, State of Oregon i by the Kid Obligee. NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things comply with the laws and ordItiaA^YmIuding all Amendments thereto, appertaining to the license or permit applied for, then this obli na- tion t 1% 1 , (Wh4wise to remain in full fo•ce and effect until December 31 19 k,, unl,* ,mewed by. jtinuation Certificate. r>nra�}�e�`,ferrminated at any time by the Surety upon sending not;ce in writing,by certified ni il, to the clerk of rte l� (tical Sub4M. with whom this bond is filed and to the Principal,addressed to them at the Political Subdivi- sictik flamed herein, aii 4 the expiration of thirty-five (35)days from the mailing of said notice, this bond shall ipso fa"La'termi,at and the urety shall thereupon be relieved from any liability for any acts or omissions of the Principal subs' entt► id �I tr; Ij 6th December AS day of 1�t _Tigard Water District Principal BY: -- 'rincipa Count-rsigned WF R S it c M P A N V By By Resident Agert President ACKNOWLEDGMENT OF SURD:' 1' STATF OF SGUTH DAKOTA (Corporate Officer) County of Minnehaha ss On thisp 6th / da of December y -- 19,., beforr me, the undersigned officer, personally appeared Joe P. Kiri _ �I who acknowledged himself to be the aforesaid officer of the WESTERN SURETY COMPANY,a cor,oration,and that he as such officer, being authorized so to do, executed the foregoing instrument for the pur}xises iereinca- inc�i, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, i have hereunt(l set my hand and official seal. J RHONE �--� NOWAY PUBLIC HEAL SOUTH DAKOTA Notary Public tAy COMMISAOn Cipirn, 8 1288 i � j ti7 A-11117 1i�/ i 5 -4-ba c�oS� '� CQ-t7er n _1 LI -f�� �� 5�+�`n� SC �✓""_ i G � tial 1 w- C11Y OF TIGARD, OREGON DEVELOPMENT SERVICES (ENGINEERING) PUBLIC IMPROVEMENT PLAN REVIEW CHECK LIST' REVIEW CHECKI.T9l - PULlLTC IMPROVEMENT CONSTRUCTION PLAN CHECK l LF P1?0J1.J,T NAME: 'SLA_) �3- IQr- PRO.JEC1 TYPE__.Y 2 SM40- i APPROVE I. GENERAL REQIJIRrMENTS: A. ) Vicinity Map & Stamped (Plan--Profile) Drawing & Detail Sheets . [? R. ) Plan/Drawing/Sheet Titles . . . . . . ... C. ) Date/Revision Date. . . . . . . . . . . . D. ) Ori(rnl.ed North Arrow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- - _[�-- E. ) Vertical & Horizontal Scale. . . . . . . , [.� F. ) Name & Address of Engineer/Surveyor/Developer. . . . . . . . . . . . . . . . G. ) Elevation Datum (Related to an Established B.M. ) . . . . . . . . . . . . . [] H. ) Existing Boundary Lines & Survey Munument/Markers . . . . . . . . . . . . . _[] T. ) Existing Topography & Land Features. . . . . . . . . . . . . . . . . . . . . . . . . . J. ) Location, Width & Purpose of all existing easements . . . . . . . . . . . [}} K. ) Rese.-ve Strips, Flood plain & Public Open Areas Specified . . . . . I�_[1 I_. ) Stamped "Preliminary"/Constructiun "Phases" Specified. . . . . . . . . [i} I L. S TRLL T PLAN: A. ) Street Location/Alignment/Easement/Dedication. . . . . . . . . . . . . . . . [9f" B. ) Intersection Location/Alignment [] nem C. ) Driveway Access Location/Alignment/Easement. . . . . . . . . . . . . . . . . . . D. ) Feasibility of Future Extension/Conformance to Master Plan. . . . [] E. ) Street/Avenue Name Conformity , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F. ) Mail_Box Location. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .AJQ f _[J G. ) Bench Mark Location. . . . . . . . . . . . _� H. ) ConsLr-iction Standards. . . . . . . . 1 . ) R/W Width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [�- 2. ) Curb to Curb Width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [J 3 . ) Utility Strip Width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4. ) Sidewalk Width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C] imasAv 5. ) Street Curve Radii. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _CJ 6. ) Curb Return Radii . . . . /. ) Curb Cut Locations . . . [J5me"04f A. ) Cul-de-sac Radii . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _�►'_L1 9. ) Street Surface Drainage Pattern. . . . . . . . . . . . . . . . . . . [•}— III. SIRELT PROFILE: A. ) Street Centerline tirade/Slope/Elevations [}— B. ) Intersection ^rade Continuity. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [�— C. ) Existing Ground Cut/Fill/Elevation ,� [] D. ) Top of Curb Grade/Slope/Elevation �[}-- E. ) Street Cross-section Detail & Specification. . . . . . . . . . . . . . . . . . . F. ) Curb Cross-section Detail & Specification. . . . . . . . . . . . . . . . . . . +10 G. ) Sidewalk Cross-section Detail & Specification. . . . . . . . . . . . . . . . .H, ) Driveway Apron Cross-section Detail & Specification. . . . . . . . . . . PLAN REVIEW CHECK LIST - PAOF. 1 N.A. = Not Applicable IV. )ANIIARY SEWER PI-AN: A. ) Location of fie to Pre-exist.inq System. . . . . . . . . . . . . . . . . . . . . . . B. ) Main 1-oration/Alignment _ C. ) Feasibility of Future Extension/Conformanct, to Master Plan. . . ,�� 0. ) Lateral Location/Tie/Alignmrtnt: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E . ) Necessary Easement Provi:,i(,ii% Nuted . . . . . . . . . . . . . . . . . . . . . . . . . . . F. Construction Standards, i . ) Main Size. . . . . . . . . . . L. ) Manhole & C.O. I_ocatior.'SFicing/Size. . . . . . . . [] 3 . ) Hse. Service Location/Alignment/Size. . . . . . . . . . . . . [] V SANHARY SEWER PROFILE: A. ) Sewer Line Grade/Slope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B. ) Existing Ground Cut/Fill/Elevation. . . . . . C. ) Finished Surface Cover Above Sewer. . . . . . . . . . . . . . . . . . . . . . . . . . . D. ) MAA. invert & Rim Elevations . . . . . . E. ) M.H. Type/Cross-Lection Detail & Sp.-cification. . . . . . . . . . . . . . . .���[] F. ) Pipe/Pipe Joint Specification. . . . . . . . . . . . . . . . . _[] G. ) Bedding Cross- Section Detail & Specification. . . . . . . . . . . . . . . . . . [] H. ) Special Strr..am Crossing DPhil & Specification. . . . . . . . . . . . . . . . _[] 1. ) Special Encasement Detail & Specification. . . . . . . . . . . . . . . . . . . . . [] V1 . STORM SEWER PLAN: A. ) Location of Tie to Pre-existing System/Drainage Ditch. . . . . . . . . [] Stt 1,4,4w- B. ) Storm Line I.oration/Tie/Al ignment . C. ) Feasibility of Future Extension/Conformance to Master Plan. . . . [] D. ) Necessary Easement Provisiuns Noted. . . . . . . . . . . . . . . . . . . . . . . . . . _[}-- E. ) Construction Standards, 1 . ) Line Size. . . . . . . . . . . . . . . . . . . . . __.__[q- 2. ) Manhole I_orat:ion/Spacing/Size/Type. . . . . . . . . . . . . . . . . 3 . ) Catch basila Lucati.on/Spaci.ng. . . . . . . . . . . . . . . . . . . . . . . VIT. STORM SEWER PROF II F: A. ) line Grade/Slope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ [�- B. ) Finished Surface Cov�lr Above Sewer C. ) Manhole & Catch Basin Invert & Rim Elevations. . . . . . . . . . . . . . . . . i [] D. ) Pipe/Pipe Joint Specification. . . . . . . . . . . . . . . . . . E. ) CaLch Basin Type/Cruss- Sortion Detail. & Specification. . . . . . . . . F. ) Dedding Crosse-Section Detail & Specification. . . . . . . . . . . . . . . . . _[] G. ) Special Outfall Detail & Specification. . . . . . . . . . . . . . . . . . . . . . [] , VILI. AREA DRAINAGE: A. ) Flood Plain Data, 1. . ) High Water Elevation _ [] 2. ) Mean Water Table Elevation. . . . . . . . . . . . . _[] 3 . ) Creeks Located/Flow Volume & Direction. . . . . . . . . . . . . 4 . ) Springs I.-orated. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. ) Wells Located/Capacity B. ) Culvert I_or_aLion/Alignmentrasement 1. ) Invert Elevations/Slope. . . . . . . . . . . . . . . . . . . . . . . . . . . __ [] 2. ) Fype/Site/Flow Capacity. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _[] C. ) Drainage Ditch Location/Flaw Capacity/Erosion Protecti.on. . . . . ._ [] 0. ) Ilse. Weep hole Location/Size. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _[] III AN REV lEW CHECK I IST - PAGE 2 I x. PEU!_S1 RTAN 6 TRAFFIC CONI ROI DLVISE:S: A. ) Pedestrian Control, 1. ) Crosswalk Location/Typo!Specification, , , , , , , , , , , , , , 2. ) Island Location/Derail. _[1 3. ) Signal 6 Sign Location/Number/iype. . . . . . . . . . . . . . . . . 4, ) Signal & Sign Detail & Specification. [� H. ) Traffic Contro: " " ' 1 . ) PVM1 . Marking Lo(_ati.un/Type. . . . . . . . . . . . . . . . . . . . . . . . . [l 2. ) Sign 6 Signal Detail 6 Specification. . . . . . . , 3 . ) Sign 6 Signal Detail S Specification. . . . . . . . .. .. x ,;l RFFT LTGHI LNG: A. ) Pole Detail 6 Spec.ificati.on. . . . . H. ) Fixture 6 I_aonp Detail 6 SpeciFication. . . . . . . . . . . . . . . . . . . . . . . . . -"-_U C. ) Number of Units/P.G.F. Schedule-option, , . . . . . . _._yLI D ) Location/Spacing ---- xi . UNDERGROUND UTIL.ITISS: A. ) Gas, 1 . ) Main Line Location/Size/Depth. . . . _C] 2. ) Hse. Service Location/Site/Depth. . . . . . . . . 3 . ) valve Location. . . . . . . . . . . . . � . ) Meter Location. . . . . . . . . . . . . . . . . _ _ _Cl H. ) Water, _� _..... 1. ) Main line Locatinn/Size/Depth. . . . . . . . . . . . . . . . . . . . . . . [� 2. ) Hse. Servi(.- ;_ocation/Site/Dept:h. . . . . . . . . . . 3 . ) Valve Location. 4 . ) Meter Location, 5. ) Fire Hydrant Location/Number. . . . . . . . . . . . . . _� [� C. ) Phone, _.. 1 . ) Cable (Conduit) Location/Depth. . , . , , 2. ) M.N. Location. 3 . ) Pole Location/I .D. Number. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. C� I) ) Cable T.V. - 1 . ) Cab1F (Conduit) Location/Depth. , . . . . . . . . . . 2. ) Pedestal Location. YC� 3 . ) Pole Location/1 .1). Number . . . . . . . [� F ) Electric Power, - - I1 . ) Cable (Conduit) location/Depth. . . . . . . . [� 2. ) Vault/M.11. Location. _- _C] I 3 . ) Pole location/I .D. Number H XII . PARKING LOTS: A. ) General. Location (OnsiLe, Offsite) . . . . . . , . , 8. ) Access Alignment. . . . . , C. ) Construction Standards, 1 . ) Width/Length. _C] 2. ) Vehicle Movement PaLLorn/Marking. 3. ) Drainage C] 4, ) Cross Section Detail S Specification, C� 5. ) Parking Stall Layout [� 6. ) Lighting/Landscaping N AN REVTI'.W CHUCK LIST - PAG1' 3