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13735 SW BULL MOUNTAIN ROAD-2 ADDRESS: LA-) i\rer.,ordslmicrr)flm\targets\building doc RP SIERRA PACIFIC 9np DEVELOPMENT, !NG. �- P.O. Box 1 754 '_AKE OSWEGO, OR 97035 1503! 656-1200 RECEIVED March 18 , 1999 MAR 18 1994 COMMUNITY DEVELOPMENT Mr . David Scott City of Tigard , Building Dep ' t . 3.3125 SW. Hall Blvd . Tigard , OR . 97223 RE: HILLSHIRE SUMMIT DISPOSAL SITE Dear Mr. Scott; Enclosed are copies of the geo-technical and -ompaction reports performed on the Hillshire Summit Disposal f. ite . All of these reports were copied to the City of Tigard as the work progressed . I believe it is the City ' s responsibility ho distribute incoming reports to the appropriate "'-oartments . We will continue to provide all reports to the City of Tigaru . As is customary with the land development work , exclusive of lot grading, the engineering department is overseeing the work and all inspection reports will be forwarded to that department . I will ask Burton Engineering L,:, send copies of their reports for the work performed on the disposal site . Thank you for bringing this to our attention . Sincerely, (, J f Nelson c: Michael Anderson ("-onstruction Inspection&Related Tests Carlson Testing, 1nC a Gcot eluiicai Consulting P.O. Box 23814 Tigard, O egon 97281 Phone(503)684.3460 FAX#684-0954 May 12, 1994 CTI JOP NO. 93-9172 Sierra Pacific Development P.O. Box 1754 Lake Oswegc Oregon 97035 Attention: Jeff Nelson PARTIAL REPORT OF EARTHWORK C3SERVATION AND TESTING HILLSHIRE SUMMIT CITY OF TIGARD, OREGON Gentlemen: Carlson Testing Inc. (CTI) , has conducted on-call inspeccioit services for the earthwork at the above residential develog.nent. Based on our visual observations and our density test results, the following lots have been catis f actori 11- stripped of veg-1:4tion and topsoil and engineered fill has been adequately moisture- conditioned and placed within the lots: Lots 20 & 21 Based an test: pits performed at the conclusion of earthwork activities, up to 3 feet of additional nonengineered fill has been placed over the top of the IiI.l slope at the front half of these lots and about 2 feet over the slope. It is our opinion that the engineered fill below this layer is suitable for support of spread footings to a maximum allowable bearing pressure of 1,500 lb/ftz. The proposed single-family residences will .likely be designed with shallow spraad footings bearing on competent native soils or engineered fill. We .recommend that spread footing construction anr' slope setback requirements conform to Chapter 3 and Section 2907 of the CABO One and Two Family Dwelling Code (CABO) and the Uniform Building Code (UBC) , respectively. CTI JOB NO. 93-91.72 Page 2 of 2 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorizatica from this office. If there nre any further questions regarding this letter, please do not hesitate to contact this office. Respectfully submitted, MMS O NG, INC. GINE Fq o 14743 �T D t':' OREGON o 0 James D.~Imbr.ie, P.E. Geotechnical Engineer Enclosures: Summary Report of In-place Soil Density Tests cc: Clearwater Construction Co. Cit-.y of Tigard Burton Engineering I onstruction Inspection & Related Tem Carlson Testing, Inc. SUMMARY REPORT OF IN-PLACE SOIL DENSITY TESTS P.O. Box 23614 Tigard, Oregm 97261 JOB NO. 93-9172 Phone (503) 6643460 FAX#664-0954 May 12 . 1994 Client SIERRA P CIFIC pEVFI OPMENT INC Project U T I I C.H T RF -,I,IMM i I- CARD OR EIF.rIOEPrH uelWc NRD na0dlr 119AtIK DATE OF TAT No. TEST LOCATION (ff,) my Do Mom TEST ( n ) SF PM TESTS , ELEV . = LOWEST POINT ON PROJ . 10-22 1 350 ' SOUTH OF NORTH HILLSIDE +1 .2 ' 102 .6 29 . " 93 . 3 91 SF PM TESTS , ELEV . = LOWEST POINTON PRO_ 10-22 2 425' SOUTH OF NORTH HILLSIDE +1 .2 ' 102 .6 30 . 92. . - 90 -' SF PM TESTS , ELEV . = LOWEST POINT 0 PRO 10-22 3 550 ' SOUTH OF NORTH HILLSIDE +1 .2 ' 102 .6 29 . 93 . 91 SF AM TESTS , 10-25 4 32b' iOUTH OF NORTH HILLSIDE +2 ' 115 .41 13 . 1 111 . 3 97 SF AM TESTS , 10•-25 5 400 ' SOUTH OF NORTH HILLSIDE +2 ' 115 .4 16 . 2 111 . 97 SF AM TESTS , 10-25 E X00 ' SOUTH OF NORTH HILLSIDE +2 ' 115 .11 14 . 9 114 » 100 SF PM TESTS , 10-25 7 325 ' SOUTH OF NORTH HILLSIDE +1 ' 115 .4 '13 .R 103. 7 90 SF PM TESTS , = SF AM TESTS , SF AM TESTS , C1lITHIJEST QUAL)PONT c SF AM TESTS , Q — c 5F AM TESTS , 10-23 FILL AREA , NQRTHFAST QUADRANT A A A SF PM TESTS , 10 23 1 1 s g 1 c SF PM TESTS , 1 14 FILL REA NORT 1 ' c SF PM 1ESTS , 10-23 1.5 FILL AREA NORTHEAST QUD ' ' SF AM TESTS , NORTH HII._LSIDE . UPPER BENCH 10--27 li., 141 STA . 8+50 SOL1411 OF C +3 sir 1A AM IEST5 , SIDE , UPPER BENCH 110-2747 ( #1 ) STA . 9+10 , SOUTH OF CL LOT 21 +3 .8 ' 110 .3 17 .11 99 . 91-1 cc : CLEARWATER CONSTRUCTION CO Bbt,TON ENGINEERING CITY OF TIGARD CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full,without prior authorization from this office. Cormttuc.Uon Inspection &Relaxed Tests Carlson 'Testing, Inc. SUMMARY REPORT OF IN-PLACE SOIL DENSITY TESTS P.O. Box 23814 Tigard, Oregon 97281 jOA NO. 93-9172 Phone (503) 684-3460 FAX#684-0954 May 12 , 1994 Client SIERRA PACIFIC DEVELOPMENT INC Project HTLLSHTRF S 1MM T T TIGARD OR DATE of TEST No, TEST LOCATION EUV/Mc rH LM VAX Hm Ru oar IWrne TEST (FT.) tarn t nv lain I N NOPTH HILLSIDE , PPER BENCH 10-27 1.8 ( #2 ) STATION 8+00 , SOUTH OF CENTER LIN +1 .8 ' 110 .3 16 .9 100 .7 91 SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 9 ( #2 ) STA . 8+75 , SOUTH OF CL LOT 21 +1 .8 ' 110 .319 .2- 10O .A 91 SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 0 ( #3 ) STATION 7+85 LOUTH OF CENTER LIN +1 .8 ' 110 .3 18 .4 103 .0 93 SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 21 #3 ) STA . 8+75 SOUTH OF CL LOT 21 +1 .8 ' 110 .3 21 .1 100 .6 91 SF PM TESTS , NORTH HILLSIDE , UPPER BENCH 10- 27 P2 #1 STATION 8+10 SOUTH OF CENTER LIN +5 ' 110 .3 18 ,6 99 .41 90 SF PM TESTS , NORTH '- -.LLSIDE , UPPER BENCH 10-27 3 #1 STA . 9+00 SOUTH OF CL LOT 21 +5 ' 110 .3 19 .7 99 . 90 SF PM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 4 #2 STATION 7+90 SOUTH OF CENTER LIN +3 ' 110 .3 20 .` 130 .7 91 SF PM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 P5 #2 STA . 8+70 SOUTH OF CL LOT 21 +3 ' 110 .3 19 .4 101 .0 92 SF PM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 _6 #3 STATION 8+00 SOUTH OF CENTER LIN +3 ' 11i` .3 1.7 .7 101. . 1 92 ' SF PM TESTS , NORTH HILLSIDE , UPPER BENCH 10-27 7 ( #3 ) STA . 8+75 SOUTH OF CL LOT 21 +3 ' 110 .3 19 .0 101 . 92 SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 1.0-28 8 ( #1 ) STATION 7+95 SOUTH OF CENTER LIN +6 ' 110 .3 17 .4 99 . 91 SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 10-28 9 ( #1 ) STA . 8+55 , SOUTH OF CL , LOT 21 +6 ' 110 .3 20 . 102 .1 93 SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 10-28 �0 ( #2) STATION 8+00 , SOUTH OF CENTER LIN +4 ' 11.0 .3 21 .5 99 . 90 , NORTH HT-ILLSIDE , UPPER BENCH 10--2.8 it ( #2 ) STA . 9+00 , SOUTH OF CL , LOT 21 +4 ' 1 10 .3 18JA A 100 .4 91 ` AM TESTS RTH HILLSIDE , UP-PER BENCH 10-2.8 Q 1( #3 ) STATION l+80 , SOUTH OF CENTER LINF +4 ' 110 .318 .8 99 .8 91. , , NORTH HILLSIDE , UPPER BENCH 10--28 Q ( #J ) STA . 8+60., SOUTH OF CL , LOT 21 1-14 , 110 -3 17 ._ 101 .6 92 NORTHS E , UPPER BENCH 10-2$ 14 ( 02 ) STATION 7+65 , SOUTH OF CENTER LIN +5 .5 ' 110 .3119 _1 101 . 1 92 cc : C:LEARWATER CON5IRUCTION CO BURTON ENGINEERING CITY OF TIGARD CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full,without prior authorization from this office. Conscmwa m Inspecwn & Refaced Tests Carlson Testing, Inc. SUMMARY REPORT OF Ifo-PLACE SOIL DENSITY TESTS P.O. Box 23814 93-9172 Tigard, Oregon 97281 JOB NO. Phone (503) 684-3460 FAX#684-0954 May 12 , 1994 Client SIERRA PACIFIC DEVELOPMENT INC Project HILLSHIRE SUMMIT TIGARD OR FM M0 ORY OftATM DATE OF TEST NO. TEST LOCATION vrH Off OENVry «Dame Mel � TEST (ro/n 1 Mca/n ) � 10•-28 5 ( #2 ) STA. 8+70, SOUTH OF CL , LOT 21 +5 .5 ' 110 .3 18 . 101 . 92 10-28 36 ( 03 ) STATION 8+00 , SOUTH OF CENTER LIN +5 .5 ' 110 .3 20 .1 100 -S 91 10-28 7 ( #3 ) STA . 9+00 , SOUTH OF CL , LOT 21 +5 .5 ' 110 .3 19 . 100 . 91 S7- PM iLSIS , LUlb 1U-1V 10-28 38 NORTHEAST HILLSIDE FILL , CENTER +1 .8 ' 110 .3 16 . 104 95 10-29 39 NORTH HILLSIDE , STA . 8+25 , LOT 21 +7 ' 110 .3 1.3 .4 101 .1 92 All JE51b,JPPER BENCH ( #1 ) 10--29 O NORTH HILLSIDE , STA . 9- 00 , LOT 21 +7 ' 110 . 3 16 . 1 9.9 -e 91 SF 8:00 AM TE515 , LOT5 18 TO 1V 10-29 41. NORTHEAST HILLSIDE AREA , CENTER +3 .6 ' 110 .3 16 .4 qq .e 91 5F- 11 :30 AM IE515 , LUIS 18 lU 19-- 10-29 12 NORTHEAST HILLSIDE AREA , CENTER +•5 ' 110 .3 15 .1 102 .2 93 S7- 1130 AM IL51b , 1.0-29 3 #2.BENCH, STATION 8+00 , LOT 21 +6 .5 ' 110 .3 16 . 101 .4 92 1 SF 11 :30 AM , 10-29 4 #2 BENCH STATION 9+10 LOT 21 +6 .5 ' 110 .3 17 .21 101 .E 92 SF NORTHEAST HILLSIDE AREA 10-29 15 EAST OF CENTER FILL , LOT 18 +6 ' 110.3 14 . 106 .2, 96 SF NORTHEAST HILLSIDE AREA 10-29 P6 WEST OF CENTER FILL , LOT 19 +6 ' 110 .3 15 . 105 . 1 95 PRIVATE DRIVE , 10-26 [tSF 7 28 ' NORTH OF CURB +1 .6 ' 1 115 .4 14 .0 113 .0 98 SF 111RIVATE DRIVE , 10-26 8 45 NORTH OF CURB +1 .6 ' 1. 1.15 .4 1 - . 110 .6 96 Nc1 AREA , _PP_R ENC 10-26 FTA . .4+00 , 45 ' SOUTH OF CL , LO) 21 +1 .2 ' 1 110 ."3 1 1. , 1.01 .4- 92 ' NOR7 S. D- A ' A , UPPER BENCH1 10--26 0 STA . 9-►.'5 , 50 '• 50111H OF l'-L , LOT 20 +-1 .2 ' 1110 . + 10 .4 100 .1 91 S C , UPPER ( •1 ) 10-26 51 STA . 9+10 , 40 ' SOUTH OF CL , LOT 21 +2 .6 ' 111.0 . iI10 .7101 .4 92 cc: CLEARWATER CONS'CRUC110N CO BURTON ENGINEERING CITY OF TIGARD CARLSON TESTING MIC. Information contained herein is not to be reproduced, except in full,without prior authorization from this office. Co wnwtion Inspection & Related Tests Carlson Testing, Inc. SUMMARY REPORT OF IN-PLACE SOIL DENSITY TESTS P.O. Boz 2&814 on 97281 JOS NO. 93-9172 _ Phone (503)684-3460 FAX #684-0954 May 12 , 1994 Client SIF_RRA PACIFIC DEVELOPMENT INC Project HILLSHI_RE SUMMIT _-_- TIGARD OR DATE OF ELfVAXFT4 tAe MAX nan ran oer IC ATM TEST No. TEST LOCATION (FT.) atrOE �►OW TEST (b/ p4 (Ie ft M 510E AREA , UPPER E3LNUH ( #1 10-26 32 STA . 9485 , 46 ' SOUTH OF CL , LOT 20 +2 .6 ' 110 .3 9 .9 101 .7 92 10-27 3 HILLSIDES , CENTER +4 ' 115 .4 13 .4 112 .9 98 10-27 54 HILLSIDES , NORTH END +2 .2 ' 115 .4 14 . 111 . 97 5 AM TES"i S , FILL IN BETWEEN N . , E . , W . , 10--27 55 HILLSIDES , NORTH EAST SIDE +2.2 ' 115 .4 _16 .A 110 .' 96 SF AM STS , FILL IN BETWEEN N . , E . , W . , 10-27 6 HILLSIDES , SOUTH EAST SIDE +2 .2 ' 115.4 13 . 116 . 100+ �5F AM TESTS , FILL IN BETWEEN N . , E . , W . , 10-27 7 HILLSIDES , SOUTH SIDE +2 .2 ' 115 .4 13 .0 11.4 .El 99 SF oM TESTS , FILL IN BETWEEN N . , E . , W . , 10-27 5P IHILLSIDES , SOUTH WEST SIDE +2 .2 ' 1115 .4 14 .9 112 .4 97 5F AM TESTS , FILL IN BETWEEN N . , E . , W . , 10-27 59 HILLSIDES , NORTH WEST SIDE +2 .2' _ 915 .4 13 . 112 .: 97 5F FSM TESTS , FILL IN BETWEEN N . , E . , W . , 10-27 bO 1­1111_1_,�IDES , CENTER +5 .5 ' 115 .4 12 .13 112 . 1 97 SF PM TESTS , FILL IN BETWEEN N . , E . , W . , 10-27 51 HILLSIDES , NORTH EAST SIDE +4 ' 115 .4 13 .6 111 .- 97 SF PM TESTS , FILL IN BETWEEN N . , E . , W . , 10-27 2 HILLSIDES , SOUTH EAST SIDE 44 ' 115 .4 12 . 113 . 1 98 SF PM TESTS ,-FILL IN BETWEENN . , F . , W . , 10-27 3 HILLSIDES , SOUTH WEST SIDE +4 ' 115 .4 14 . 1 114 .0 99 S� PM TES TS , FILL IN BrTWFENN . - 10-27 4 HILLSIDES , NORTH WES- SIDE +4 ' 115 .4 12J 116 . . 1001- Sr- AN TESTS . NORTHEAST r1ILLSTDE APEX777- 10-30 �5 5 ' NORTH OF CENTER , LOT 18 ( 7 .8 110 .3 20 . 1 100 -C 91. =, , , 10-30 6 5' SOUTH OF CENTER , LOT 19 -1-7 .6 ' 110 .3 19 -t: 99 .7 90 11-01 7 5 ' WEST OF CENTER , LOT 18 + ` ..' ' 110 .3 21 . 99 -5 90 J. b, .. , NCJHlHLAvJ F1TLL'.-,iDEF F1[_(_ 11-01 •6 5 ' EAST OF CENTER , LOT 19 2 110 .3 18 .E 103 . 1 9 cc= CLFARWATER CONSTRUCTION CO BURTON ENGINEERING CA TY OF TIGARD CARLSON TES PING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Cmmiuctum Int,,eca m & Relaxed Tests Carlson Testing, Inc. SUMMARY REPORT OF IN-PLACE SOIL DENSITY TESTS P.O. Box 23814 93-9172 Tigard, Oregon 97231 JOB NO. Phone (503) 884-3480 May 12 , 1994 FAX#;684-0954 Client SIERRA PACIFIC DEVELOPMENT INC Project HILLSHIRE SUMMIT _ TIGARD OR E EMPIH w MAX PRO la)DAY OaAYN DATE OF TEST TEST NO. TEST LOCATION (FT.) Nin Moi a ti l = J _ 11-01 59 AREA FILL , 10 ' NORTH OF CENTER , LOT 18 +10 .8 ' 110 .3 16 .1 103 .. 94 J , 11 -01 70 AREA FILL , 5 ' WEST OF CENTER , LOT 19 +10 .8 ' 110 .3 16 . 103 .1 94 11-01 71 6 ' SOUTH OF CENTER FILL , LOT 18 +12 .2 ' 110 .3 20 . 10O .E 91 11-01 72 6 ' EAST OF CENTER FILL , LOT 19 +12 .2 ' 110 .3 19 .1 10O .E 91 , 11-02 73 STATION 9+75 , 25 ' RIGHT OF CENTER LINE: +13 .6 ' 110 .3120 .A 100 -A 9.1. 11-02 74 STATION 10+30 , 40 ' RIGHT OF CENTER LIN 113 .6 ' 110 .3117 .'-! 99 .7 90 A , 11--02 75 STATION 114.00 , 30 ' RIGHT OF CENTER LLNI" + 13 .t, ' 110 .3 17 .0 99 .7 90 cc . CLEARWATER CONSTRUCTION CO BURTON ENGINEERING CITY OF T IGARD CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full,without prior authorization from this office. Construction Inspection&Related Testa Carlson Testing, Inco P.O. Box 23814 Tigard,Oreyun x7281 Phone(503)684-3460 October_ 29, 1993 F;�x n 684-0954 SCP-9172 FIELD INSPECTION REPORT DATES COVERED: October 11, 1993 PROTECT: Hillshire Summj.t APDRESS: Tigard, OR INSPECTOR: S. ,_,each 10-11-93: CTT representative inspected ritripp'ng on fill area for future development. Fill area was clearEd of grass and roots . The southeast quarter was taken down an e.%tra 8" to get to native ground. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, withoiiL prior authorization from this office. If there are any further quest.ionr regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC Douglas W. Leach President SL/cat ccs Sierra Pacific Development Inc . Clearwater Construction Co. Burton Engineering City of Tigard Construction Inspection& Related Tests Carl-son 'besting, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Octobex 28, 1993 FAX#684-0954 #CP-9172 FIELD INSPECTION REPORT \ DATES COVERED: October 25 & 26, 1!-93 PROJECT: Hillshire Summit. ADDRESS: Tigard, OR INSPECTOR: T. Vann 10-25-93: CTI representative arrived on site to perform stripping inspection on the north hillside station 8 r50 to 10+40, center line to 100 feet right of center line. This area has been stripped of all trees, mots, vegetation, etc. and has been accepted for fill material. 10-26-93.- CTI representative arrived on site to perform inspection on the south end - low point on site. This area has been stripped of all trees, roots, vegetation, etc. and acceited for fill material (no stationing available) . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this off,-rle. Respectfully submitted, CARLSON TESTING, IN . Dougins Leach President TV/cat cc: Sierra Pacific Development Inc . Clearwater Construction Co. Burton Engineering City of Tigard Construction Inspection &Related'fest. Carlson Testing, Inc. P.O. Box 2381 MOISTURE - DENSITY RELATIONSHIP CURVE Tigard,Oregon 97281 Phone 1503)684-3460 OCTOBER 28,]993 FAX#684-0954 CP-91''2 Client: SIERRA PACIFIC DEVELOPMENT INC Project: HILLSHIRE SILMMIT Location: ON-SITE Sample: BROWN SILT Test Method: A.AS14TO T-180 METHOD"A" Dat.-Rcreived: 10-25-93 Sample Method: AASHTO T2 Date 7 ested: 10--26-93 Optimum Moisture: 16.2 % Max Dry Density 110.3 Ib/ft3 Zero Air Voids Line — Spec. Gravity 2.6 R 2.7 112 ]11 — 110 1-109 "108 h A F 107 — A 105 104 — 103 I1 12 13 14 15 16 17 }6 19 ZO LMI MOISTURE CONTENT (S) cc: CLEARWATER CONSTRUCTION CO BURTON ENGINEERING CITY DF TIGARD Inrormation contained herein h not to he reproduced,cxcxpt in ruff,without prior authorizatio,,. Comstmction Inspection &Related T :sts Carlson Testing, Inc. P.O. Box 2381 l Tigard,Oregon 9 '281 Phone(503)684-1460 FAN N 684-09 A October 14 , 1993 #CP-9172 Sierra Pacific Development, Inc. P.O. Box 1754 Lake Oswego, OR 97035 GEOTECHNICAL EVALUATION HILLSHIRE SUMMIT -- DISPOSAL SITE TIGARD, OREGON Gentlemen: At your request, Carlson Testing Inc. (CTI) Engineer, J.Lm Imbrie, and President, Doug Leach visi`ad the above earthwork disposal site. The disposal_ site is si.tiiated towards the summit of Bull Mountain in a swale that slopes at an approximately 5 to 10 percent grade towards the northeast. It is our understanding that the site is to be filled with a maximum of eight feet of fill taken from various sources . From observing an area cleared by a dozer, the swale is covered by several inches of topsoil over typical Tualatin Valley brown, SILT derived from windblown loess . No highly compressible native materials were observed. It is our opinion that, from the geotechnical standpoint, it is feasible to use the site for earthwork disposal placed and to place the material as compacted enq;neered fill. With proper erosion control, measures disposal fi_ ii.ng should not adversely affect adjacent property. CTI recommends that the site be stripped of topsoil and verified by a Soil Engineer or Technician. Density Tests should be taken on every foot of fill placed or approximately every two 9-inch loose lifts . If debris from roadway demolition are to be placed, a Soil Technician should be present nearly full-time during placement. Oversize material should be broken up into less than 6 inches diameter. Engineered fill should be compacted to a minimum of 90 percent of the modified Proctor (AASHTO T-100) . Page 2 of 2 CP-9172. If there are any further questions regarding this matter, please do not hesitate to contact this officq. Sincerely, CARLSON TESTING, I C. I ' r� By Dougla . Leach President DY �� James D. Imbrie, P.E. Vice President DWL/JDI AGREEKENT WITH DEPOSITOR AND TRUSTER ON SAVINGS OR DEPOSIT This agreement is for the purpose of fulfilling the requirements of Permit M� , dated \A. )PA-1 _ between the City of Tigard and ' ,n2and is entered into by the Depositor _ and trustee, For the following purposG(s): N/Lr"Sf1�/r>� Sui1411'117 S17_-- =) SFE�vivG; AA16 iz f,b /onl COA-Ir'OL The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by y,lu _ as trustee in the amount of $ -2 14 U,'.'1' in Savings Account No. or Deposit No. in accordance with and for -he purpose of Bonding CC:S, N - improvements as r4 quirad by 1 n,(7 It is understood and agree that the R.J\,<- will hold such funds or sr--urities in the amount of $_� until an authorizati�-n or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event of Non- Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That account is to remain open until such time as the Required Improvements are completed and accepted by the City of Tigard. Signed and dated at "T\��.� , Oregon. This da Vf eiq>} Ci ignrd Signat of Ddpositor u e 4". Befit -2+34- 13125 S.W. Hall Blvd. Tig rp d OR97221 Address Address ACCEPTANCE The undersigned hereby accepts the funds or securities deposited in the amount of $ / _ this �__ day of _"'(: k,bec , 19 "' '), and hereby acknowledges receipt of the Passbook Sav+.ngs Account No. or the Certificate for Deposit No. a6131S3 -oul or certifies that there is no Passbook issued for this account. It. is further agreed that said account will be held for the uses and purposes above stated until authorization for disposition is grdnted by the City of Tigard. Author sed 8lgnature (trustee) PO. K-©X 715 Address Mi\EWQ1N11R\D0C19.M11 Frsd ank'l'�tE' First IntersOregon, N Bank Receipt For A Non-Transferable Time Deposit �`1(( of Oregon,N A. , CUSTOMER NO. INSTRUMENT NO. ISSUE.DATE MATURITY CATE INTEREST RATE AMOUNT .. - — 2513153 r,1 10/1.4/93 O1/14!94 P. 75, 1 74,:, ,u, --- - BRANCH: Lake ,7swega - —_ _-- - PHONE: 225-7(.-)[.j8 Owner(s) S i.er r a F'ac i f i r Reported TIN: 93-t tb 1..., d Address qpCip Maturity Option: t-p)ypw Interest Frequency: at maturity ty FO BOX .1 754 Disburse To: I_al:P UfoWR9(r. FIR 97035 .," Z5�'n' see ORIGINATING RECEIPT r"('"r" y SEE IMPORTANT INFORMATION ON REVERSE SIDE Ari Vn 0-0 # J S Construetion Inspectimi&Related Tests Carlson Testing, Inc. X09 NO. P.O.Box 23814 - f I C 1 '� s Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 SIERRA PACIFIC DEVI-l.nl 'ru [it I ri+ Client III s;!It INT•r -- Project Soil DescriptionL- Max.Dry Density I lbs. cu,ft. Optimum Moisture_ i i— ' _-_ % Method of Test AAC.t•aTa T--LAL_�_,__- -- ---- --- -- Serial k ;nge:l N111- DATE II1-DATE OF TEST ELEV. LIFT FIELD !N-PUCE UEN91Tv %. TEST N0, TEST LOCATION FT. N0MOISTURE �LE18+CU.FT. WET pRY CO FICTION 1 11,1 nlz! n I r1.1. - IU -10 65 5NOR,TII c1f Q•41ER I I 1 I I: I Ir h 1 l li (1' I 'IIII '. f l)I: r11,I n r rl I .1 O- 1301 66 5l 111 (ll L.1-NTEF2 _ I J ,ss ' 1 �, .(1 1 19.4 99 .7 90 SF= 11 II ', 1 ', , 1+ ,111 '1 r'ti',I' 11rLL.�,► 1,I nl?I n f fl I 1. l • ()1 67 E, ' WEST OF CEN I LP I �l .;' 1 .8 12]. .; q9 .5 . 0 X SF AM TESTS , NORTIIFAST Ilii I S1nr rwrn rii-i- J L 01 68 5 ' EAST OF CENTEF•1 tq ,' ' ]rl ,�, Jr� .! 103.1 93 or ' I 1. : 30 I'M I'F*0415 , NORTHEAr,T 11.11.1_,JUE: _0ARLA 10 ' NORTHOF UbjILRI U t ' Lf, . 1 �0 4 103 .71 9 ''I I 1() I'M Ii '> r. Ill)PIlll ',' . 1 !tll I ;tilt AREA FILL -51 WCST OF CENTER I )p , hf,-A 120 3 103,4 94 SF 4 :00 PM TEST, , NORTHF"n', I IIII I 01 '-,1- 1 'Oo F'M it 1 - • HOR I: tt h• • I t I i l I I I+I LAS I OF CEN rLR FILL 11� , :' ' 9 1 1' 0 . 1 1 (y),13 '41 SF N()RTHE:AS1 IIII_t_srn ARE_n . i r73 '_, FATIUN 9+7525 ' RIGFiI OF CENTEF. I '�U .4 110 .7 100 .2 SF NOR THF AS T I I I I I + 1,I ()r?n , _.11-9ST t111 (1130 , 40 ' RIGHT OF GENI-ER L1r;l i I s 1 .:_ 116 .9 99.7 '�U sr NORTHEAST HILI 1111. 01,1 () , 11 0' STATION 11+00 , 3 ) ' RI(alir of ( i till I? L 1l�I 0 Remarks: , + , ru . . 1 , 1 u• , rIIIIJON rNGINEEPINr, COMPACTION I; REQUIRED NURTHEAl.-,1 IIII.I.C,1DE FILL PERTAINS TO �JATION 9+50-11+50 ll!I 71777T r1N1) f ! 'I r tX , r,+; R I t;II i (ll t I I'I I I 177-1 _ CO N 174 P 1.1 C' :.D 0-F n Tested by __T__ VANAIzMFtkl- ---- _ -- CARLSON TESTING INC. Information containr,l herein it not t" hC rehrn,l„'C1, r� CI T ire Full, LFItII(`tllt prior atlthorirnri(m from this office. Ccrostruction Inspection &Related Tests Carlson Testing, Inc. r (,' ell 7 JOB NO. _ Nov 0 ' , 19", P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX M 684-0954 SIERRA PACIFIC DEVEL('*►PMf-NT it', Client IITLL�,IIIRE SUF1h1T'I Project T T nAUri 1)r Soil Description .-�1L`.UWl;I_iitlr 1 i LL rii `•1L► --------___--- -- -�_._ Max. Dry Density > > ^Ibs./cu.ft. Optimum Moisture 1 • Method of Test AAC.J-ITQ T -1 W) --------------------__.__.-_. --- _ _ _ _Serial-# :1109) t lr 1 L. -?4 4 c� _ DATE OF TEST TEST LOCATION ELEV. LIFT MOISTURE LD IN LLACEIS/ DE SITY _ ^^ TEST NO. FT. y0. x WET um COMPACTION �F T'RIVA FC 10 -2G 47 2Q ' N0 R T I I OF oU1:G' _- - 11 .G '1 14 .0 120 .0 11:5 .0 ;'cs 5F PFSIVArE DRIVE , 10•-26 48 4°, ' 1`10EtTI.1 OF t-I,II.V _ + 1 .!- ' 1 1 71 1.25 7 110 .6 aC, 5F AM TESTY, FILL IN BE_1LIFF.N N . , E . , W. , 10- 2j 53 IIILL.SICtES CEN1Lr' SF AM TES11 , F 1LL. IN 8CT'WEE1`I fid . -- 10--27 54 HILLSIDES, NUR"Ill ENV 12 .x' 1.4 -C 1:_'7 .7 111 ,4 7 SF All TESTS , FILL IN E3L II&EN N . , F: , 11 . , J.O .:7 55 NOR'111 C0r_. 1 `.',WE r �,� ' 1G ,4 1d 0 3 11C,.;.' Ire SF AM TCS1S , FILL 1N -ULTWCEN N . , C . , W . , 10-27 56 EII LLSIULS , :+OUIII EA I LIVE _ I2. 2 " 13 .J 132 .3 11G .G 1001 SF AM TESTS , FILL IN C3E TWCEIJ N . , L . , W . , - 10-27 57 HILLSIDE-, , SUUTI{ SIDE L? ' 13 .( 129 .7 114 .11 +'+ SF AM TEST, , FILL IN UL TWLEN N . , L . , t4 . , -`- 10 27 58 r-IDE t;_ .r_ " 14 .x. 129 . 1 112 .4 j 7 $F AM TESTS , FTIA TN RVTLIr;EN N . 10 -27 59 Fi11_1_ .0 .S , Norlll tq-_-_ ,1 (,Tr)[ r',F PM TE`J' , V.1 1. 1 IN Ear-: IIJU-FN N , F0III.L.I_�IL'tFC; (.r.N1fF2 I , r � 11 . 1 PM TE ST7 , F TI_i. IN BUTh 17.17H H . , E . , W. , IQ Z:7 G1 111LLS IUC'� rlrjFtTll Eo ,T SILIL SF FM TESTS , FILL IN ESEIWUN H . , C . , w . , - 10- 2i G2 HILLSIDES ,LSIDES , SOUTI l CAST _.IUCl� .r 1.';' .2 112.1 <+tt 5F FM TEST, , FILL TN L3F HJEE�I N , , I_ . , hl . , - 10•-27 63 HILLSIDES SOUTH WEST 51L7E .14 ' 14 . 1 130. 1 114 .0 `a9 ?,F f-)M TESTS , F IL L i N Ear: fWFEN N 1 " '7 64 HILLSIDES NoV011 WL�.T .ILiE t4 ' L...' . .' 1. ;:1 .!, 116 .9 1.00I Remarks: r_r (A r--Af� (A Er I -ars;1 Int Ic T t nN L u DURI(N fNr;II,IEERING (:.Ily QF 11910RU -_ 110% C'OMPACTION IS RErll.)11,r r, Tested by T %►rr�Il_ ___ CARLSON TESTING INC. informaNnn contained herein il, not Lu be ri-pr •k6ed, except in f,Ill, without INti, r a1+ih,Id7ption (tarn this office. + r� Construction Inspection g Related Tests Carlson Testing, Inc. r::P--91 ' •JOR NO. OffP.O.Box 23814 , I ,, , , Tigard,Oregon 97281 684- REPORT OF IN-PLACE SOIL DENSITY TESTS Phone FAX(M0684-095460 IERRA rnclrlc 1XVLL0 PMr_NI II Client -IILI_SHIRC `lat1rlI T Project --T I CARD OR -._- Soil Description UNOWN -LL-1 Max. Dry Density_-_110 _t lbs./cu.ft. Optimum Moisture 16 - % Method of Test LnSl ITO _T 1 JO ----------- _-- Serial# �c)`�' NUC 3440 DATE OF TEST ELEV. LIFT FIELD IN-PLACE DENSITY TEST N0. TEST LOCATION FT. NO. MOISTURE _JLBS./CU.FT. WET DRY COMPACTION �(" � NUr,TH Slug n-FZA , UPPEI. UUI(AI ctrl ) lq-2E 49 `✓TATION '?IqO SU(JT11 Ur' CENTER LINE +1 .2 ' 1 11 ... 112 .1+ 1U1 . 1 SF NORTH SIDE AREA, UPPER E1R_NC 11 ( It 1 ) lq "26 c,q STATION 9'17t, , t,0 ' r.OUTH Or CEN1'Cr? I. 1.Nr ► 1 t t r, . x► 110 .4 100.0 =r1 r:;E Nt IRT H S T hI? ARF A , 1 If*,p1 n nF Nr:I 1 1 ;TATIUN 9-110 40 ' J:ENTI-P, I.INF t;' ../• ' tr-' . % I L.' . ''• 1 '' 1 .4 '>F NORTH i S T ri Ar?C r) , III-'f,F f7 F:r=par'Ii Till ) t,-' �.:' S1ATION `ICO? 1x, ' �,rJl l l l{ lar. tf-NTrR I INC111 .f' 1015F AM TEST-. , N0r:Tll 111L.I.STPU , 11fIrC:R 13C1 1!, IfI SMTICiN frt '',r? � 1 C01.111I of- Cr:rllL.r` L.W .-. 13 .13 ' lr. r ]. 1 ' .0 ?9 .1 Sr AM TESTS , NORTH HILLSIDE ,, UPPE:R BENCH 1V 27 17 Irl STATION 'x110 SOUTII or CUITCR LIN ' 13.L-' ' 17 .4 11 ;' 2, 9?,Cr ,1 ST- AM TFSRS, NI_IRTII IITL.(_`,Tt)E , IIPF-I:R BENCH 1e LM ' 1 sTATICIN f:clr)TH OF CE:NTF_R L.JrJ 11. .9 .7 1-00 . 7 '1 SF AM 'TESTS , I\IriRTII WIL-I ,11.�F , LIR:'rf:R RF-.NCH 1`•' d'7 19 tt2 S'IA11VN 14447 rII►TH of r.C.N I'f' I.lr1 - I 1 .fi ' 1 'a . : 120 . 1 lqn . :% ",FAM TESTS , N,If'TlI IITI.I r,10r, Itf'I`'FR tENC11 10- 27 20 031 STATION 71.03 , ri11111 cir IIENTLP L.IN i J .9 19 .4 122 .0 103 .4 SF AM TEST , NORTH II11 1,-., , I.Ir'rER BENCH -1,0 2'721 tr'' �TATIr:rN 1: 17" r1unI Or CCNTCT Lltl _ 11 .s' :'1 . 1 1::'1 .{' 100 .G �1 SF PM TESTS , NORTH I IILLSI DL , UPI'C R 13LNCI I 10•'27 22 ( tt1 ) STATION Bilo , _.DUTII Uf CCNTCR LlH I 10 .0 11-7 '70'7 ,4 ;U SF rM TESTS , NORTH 11I1­1­SIUE , Urrm BENCH 10-27 23 ( tt1 ) _,TATION +00 r,Gr_ITII Cir' CENTLP L-PI - I � ' 1r+ . ' F PM TESTS , NORTH 11- 1LL5TI:)E , LIPPER T3ENC11 10-•27 24 ( tt2 ) r,TAQON 7+a0 , It Cir (F.NIFP LIN +3 ' 1h TI- M--F-11 NCR n1 I1I1­r_:.TPf I IPr'Fp RFNCt1 10-27 >C ( "2 ) C TA1 ION n+7011 Sralllll Or r f:NTC.r'' f.Itl . ► .' ' 1'"I .4 1"20.6 101. .x? .:��, SE- rM T f:S T`, , tdt1R l 11 I1 11.l ''.1 r"�F , I If'PFR (7E t,ll`r l Ix'' 27 �'F. ! N?) T.IATION 01 no �,I11ITII lar Lr'.NTCr? LIr1 i ? ' r n ] _ 1; ..; J. 1 . _n 1 . 1 9 Remarks: r c- 0 1-1 DUR'10M r.rIGINLERINc; 'og comrACT ION Il� rEOUIRED Tested by -_ _I VAb1k 111L1LL_- CARLSON TESTING INC. Info*matin cnntnined herein i; Mw t,I I)v rrptI1,11 eJ, except iii null, without Prior skithotiZ8NOT1 from this Office, 4 V Construction Inspeetimt&Related Testa Carlson 'besting, Inc. cP-'?17 JOB NO L i •`, n` 1,,„, P.A.Box 23814 ' Tigard,Oregon 97281 REPORT OF IN-PLACE SOIL DENSITY TESTS Phone FAX(503)#684-0954 60 SIERRA F'ACIFIC DEVELOPMENT INC' Client _ HILLSHIRE SUMMIT Project T T GARD OR Soil Description _. DRQWN c T I 1 Max.Dry Density ` 1 1 cI s lbs./cu.ft. Optimum Moisture 16_, % Method at TestAA_`1 I l_0 T 1£+O serial# _ �o a�� NUC; 114Q DATE OF TEST ELEV. LIFT FRELD IN-PLACE DENSITY % TEST NO. TEST LOCATION FT. N0. IAMTUHE -LBS.�cu.FT. % WET pqy COMPACTION SF PM TESTS , NORTH HILLSIOE" , I.IPPER RE NCH 10-27 27 ', #3 ) STATION B+/S, SOUTH OF r_F..NIER. LIN - 1 ? ' 19 .0 121 .3 101 Sr- AM TESTS, NORTH HILLSIDE , UPPER LEN( 11 10--28 28 #1 STATION 2+-95 SOUTH Or c UH17 P LIN +6 ' 1 ' .1 117 .-3 SF AM rESTS , NORM I- ILI.SICIE, iter r,*R Pr mclf - --__-- 10..2ts 29 #1 5TAT1OII Or- CC:N1Ci: LIFT +i, ' r� 12Ci . 102 .1 93 SF AM TESTS , NORN-1 HILLS IDC , urr'E:R i3crgci I - 10--20 34 #2 STATION C+OU SOUTH OF CENTER LIr1 +4 ' 2.1 .L 120 .C, -9e) - 90 SF AM TESTS , NORTH HILLSIDL , UPr,;:R BENCH 10-28 31 02 STATION 9+00 SOUTH OF CENTER LIN 41 ' 10 .0 lie . 100 .4 91 SF AM TESTS , NORTH HILLSIDE , UPPER BEINICH 10-213 32 03 STAT7rN 7+80 ':-OUTH OF CENTER LTN '+4 ' IF4 -F 118 .f7, 99.8 91 IF AM TESTS , NORTH HILLSThF , LIPPUR PENCH 10-20 33 03 S1ATICIN s3+60 SQUTH or CENTER LIN- 1 /1 ' I 11c►.,2 1.01 .6 92 SF PM TESTS , NORTH HTLLSTPE , I_IPPER SFN(-I-i 10-29 34 02 STAT ION 7 1 F.r, ,00TH OF CENTER L IN ► C, .�:, ' 1'� .� 120 .61 101 .1 �2 'F PM TEST NORTH HTLI.'Sr)E , UPPI'R PF'NC-H 10 20 35 tt2 ''TATION 0170 sOUIi1 or CENTER LVAI :, .:, 1 C, .C, ' 1.8 ., 120 .0 101 .1 92 SF PM TESTS , NORTH HILLSIDE , LIPr ER BENCH 107•20 36 ( 113 ) CTATION 0100 , SOUTH Of CENTER LJN -1 5 .5 ' 20 . _ 121 .1 lU0 .9 91 SF PM TESTS , NOR1 H Ff ILL'_,TOE , UPPER RE•NCH 10-29 37 ( #3) STATION 9+00, CtiOUIH OF CENTER LTM : + C, .r, ' 1191120 .7 10Q .991 S F PM TESTS, 10-29 3A NORTHEAST 1.111 L.SIDE rli..lCENTER � 1 .R ' 1.6 . . 121 .7 104 . -3 Qr, 5F R:00 AM TEST':; , Ur-'PEp p-ENcil ( #1 ) 10-?9 39 NORIH HILLSIDE STA7ICIN P+25 + 7 ' 13.r 114 .8 1.01 . 1 9� SF 8:00 AM TESTS , UPPER BE:NC11 ( #I ) 10 '9 40 NORTH HILI_C,IDE , ` TATION 7100 I ? ' 16 .1 115 .7 99.0 ;+1 SF 8:00 AM TESTS . 10 27 41 NORTHEAST HILLSIDE AREA , CENTER 13.C ' 16. 11� .7 9';a.0 71 Remarks: Cc— rl FARWATFR rnN";TRl1CTTnN rn BURTON ENGINEERING 90% COMPACTION IC, REOt_IIREEI Tested by T _ VANN/Mr311 CARLSON TESTING INC. Information contained herein is not to be repmcluced, except in full, without prior authorization from this office. Construction fnspwtimt&Related tests Carlson 'Vesting, Inc. JOB NO. No r1'7 ]c)91 P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX 1f 684-0954 ', r fRI.A r'nI 1 r 1 � I�rt,�f I rlr�r-lr rl r � rII Client _ _ FITL_I_SN1kE clUMMI T Project -j-DiARD OR Soil Description Max. Dry Density ). 1Z)_ _lbs./cu.0. Optimum Moisture __I % Method of Test 66211 1 Q 1 I�IQ _ --- ------._.____-------_.-_____-- _-- __Serial f!_ 20'a3F_� NUr _M4(1 GATE ATEST FIELD IN-PLACE DENSITY % ELEV. LIFT FTEST N0. TEST LOCATION MOISTURELes.icu.Fr. –- `--- —- FT. NO. M WET — DRY COMPACTION r\Ir,Ir2Tl-ir01. 1 IITI I_ JOr APF"() , � I ILII �' i '• ' I r . l I 1 ' st 10' 3 1 It;_ f..'.ENCI I I(i I .TON C 1-0Q 11 :30 AM 10 11 It DENCII, STAIInN ^ 110 I !. ,5 ' 1 ' .. si' Pir'RMEAST Ilii I `, ICAC 11I'.LA 10 2`'a 45 1 EAST nr rrf,ITF_I' FIC-C_ ►<, ' I � s 1 ;'1 .`� 106,2 ':',F NnPTIiFl1r, T 1111_I.�;TnC oRC(1 — � 10-29 16 WI_ST 0 I rNli..r, t'11..1_ I._. ' I ' 1 '1 ..' Jr)r. 1 .,C, Remarks: c. : U EAItWAIr.R cobssTrmc I Inti rI, f3I TON F'.r\IGlldrf.l'It.Iri -- . a '10% ( OMT'ACTTON Tr, rvil.)IPEC.) ��- Tester!by __1 __VC)NISI ME31 I CARLSON TESTING INC. Informition rontsined herein is not to be reptoduced, except in fell, without vrInr ntithnrizntion from this office. Construction Inspection&Related Tests Carlson 'Testing, Inc. JOB NO. — qtr t7 1 q,� t P.O. Box 23814 ' Tigard,Oregon 97281 REPORT OF IN-PLACE SOIL DENSITY TESTS Phone FAXi503)#884-095460 SIERRA PACIFIC FEVEI_.OPMFNT IN(- Client _ HILI_SHIRE SUMMIT ---_-----� -�`------- — -- Project _I_T.GARQ nR— Soil Description -_E3F1qr1ERo CK Y Max.Dry Density 115 _4 Ibs./cu.ft. Optimum Moistire.__1 --Q % Method of Test 11&SHU T-1 RQ --- _s Serial a 20999 NUC 1440 _ DATE OF TEST ELEV. LIFT FIELD IN-PLACE DENSITY TEST NO. TEST LOCATION FT. N0. M°'SrUPF -ALBS./CU.FT', % -WET DAY — COMPACTION SF AM TESTS - 1 0- 'r, 4 Z25 * SOUTH Or wF FH !-ITLLSTUF + 1 � _ ] l Vii, . 1 111 .5 -47 Sr AM TESTS - 10-2F, 5 400 ' SC'JTH OF IJORTH HIi_l_SICF +2 ' 1�. ., 12Q .� 111 .4 R7 SF AM TESTS , - 10-.;,a 6 5CO ' F,01JITH orNnPTH HTI_.I S,TC1E +2 ' 100 SF PM TFSTS , - - 10-25 7 325 ' SOUTI; OF NORTH HILLSIDE--- .1.1. ' 13 . 117 . 310'3 .7 �0 cr PM TEST, , - 10-25 8 450 ' c,Ot.ITH OF" NORTH HILLSIDE +1 ' 14 . , 132 .4 115 .2 100 Remarks: .—GL;—CI_EAR.IATFR C QNSTRI IC T TON (-n BlIPTON ENGTNFERTNG -rTrT-f'- rrt; -- --- --- 740% cnMpACTION lc, REnIJTREr, --- �--- M F` FTL - PCTToM G.ELY PF_T4E_EN F75TTTTCTSTLIF- __.�'�L SFTI I r)M F7A S t s t n r QF LlQTSLIM_G11LL_Y _ Tested by ___T ,V44NWbVgk CARL"ON TESTING INC. Wormntion rontnined herein iq not to he repro,,liwe 1, exrrpt in fills, without Prior nwhoriznrion from this office, Construction Inspeetimi&Related Tests Carlson Testing, Inc. (,R- 172 JOB NO. OctZ4 , 11:;'I? P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 `--jErRA ^'1CIFIr DEVELOPMENT INC Client HILI-SHIRE SUMMTT Project - T 1 GARD OR Soil Description RROWN RQCI:Y CI AY- cj l T Max Ory Density__1.1 ..9—lbs./cu.ft. Optimuin Moisture 1 -8 96 Method of Test AAEHT O T--1 fes_ Serial# 2Q677If�-[ () DATE OF TEST — ELEV. LIFT FIELD IN-P-ACE DENSIY� % TEST N0. TEST LOCATION FT. N0. MOISTURE _�,aS.JCU.FT. C0MpACTION WET DRY SF AM TESTS, 10-23 9 FILL AREA SOUTHEAST QUADRANT +3 ' 14 . 1 134 . 1 1_17 ._5 100+ SF AM TESTS , — 10- 2; 0 FILL AREA , SOUTHWEST QUADRANT +3 ' 16 . 125 .7 107 .7 93 --- SF AM TESTS , - 10-23 11 FILL AREA , NORTHWEST QUADRANT +3 ' n .( 119 . 1 97 .9 85 SF AM TESTS , 10 -23 12 FILL AREA , NORTHEAST QUADRANT +3 ' 1.6 .E 112 .? 96 .4 84 �f PM TESTS , 10 -2? 13 FILL ATEA , SOUTHWEST QUADRANT +3 ' 15 . 1 127 .5 110 .x3 -- SF PM TESTS , — - _1.0_-23 14 FILL AREA , NORTHWEST QUADRANT +_Z ' 17 .1 128 .`_, 10? .8 95 SF PM TESTS , 10-23 15 FILL AREA , NORTHEAST QUADRANT +3 ' 18 . 127 .0 107 .6 93 Remarks: cc * CI ARIJATER f-I1N;TR111'TInN Cn —_—__-- __---.----- —�- BI.IRTON ENGINEERING Tested b� I FQ( H/MRH _ CARLSQN TESTING INC. Informntion contained herein is not to he rerrndwrd, rxrept in full, without rrilor authorization from this office. —E r - Construction Inspection g Related Tests Testing, Inc. CP-9172 —'�— JOB NO. — r)r-t 25 , 1993 P.O.Box 23814 Tigard,Oregon 97281 REPORT OF IN-PLACE SOIL DENSITY TESTS Phone FAX(503)#684-095460 SIERRA PACTFIC F)FVF1-OPMFNT TNr Client HILI.SHIRE SI_IMMIT----- ,--- -- ^-- _-�— --- Projeot —LT(;ARD OR —_—_ _--- ----- Soil Description RED SILTY Max. Dry Density_ 102 .6 lbs./cu.N. Optimum Moisture 21 - 1 % Method of Test AASHTO T-180 — — Serial k 20999 NUC 3440 _ DATE OF TEST TEST LOCATION FIRD IN-PLACE DENSITY %TEST NO. �. M (LSS.icu.FT. _ Fr. NO, x WET DAY-- COMPACTIM SF PM TESTS , !.r V , I OI ES POT77._" PRO —' 10--2. 1 350 ' SOUTH OF NORTH HILLSIDE +1 . 29 , 121 . 93 . 91 SF PM TESTS , EI_FV . = 1.014FST POIT N PRO. — 10-2 2 425 ' SOUTH OF NORTH HTI_.LcIDE +1 , - ' 3O .0 120 . 92 ,P 90 SF PM TFSTS , EI FQ Q77-;; L.ObIEST POINT ON PRS. 10-22 3 550 ' Sh!ITH OF NORTH HILLSIDE +1 , 29 , 120 , 93 . . ^1 Remarks: cc: GLEARWkILE CONSTRUCT TQN rQ BURTON FNGTNFERING —� 90% COMPACTION IS RCOUTRED . FILL MATERIAL. RFING PI-ACED IN BOTTOM OF GUL"LEY -. EAST RFTWEEN FILL—MAT � cnTl cn_T - �� ons- REQ Z4;cr QN 1 SJ � TFT ;,Rx-IA Mp15-1-LIS.1= ------------------ rested by —T �i--o._NZMBH_—_— --- --�— CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without prior nuthc'1rizntlon from this office. Construction Inspection&Related Test-s Carlson Testing, Inc. P.O.Box 23814 MOISTURE - DENSITY RELATIONSHIP CURVE Tigard,Oregon 97281 Phone(503)684-3460 FAX#684-0954 OCTOBER 26,1.993 CP-9172 Client: CLEARWATER CONSTRUCTION CO Project: HILLSHIRE SUMMIT Location: STOCKPILE ON SITE Sample: BROWN ROCKY CLAY SILT Test Method: AASHTO T-180 METHOD"C" Date Received: 10-23-93 Sample Method: AASH ATO T2 Date Tested: 10-25-93 Optimum Moisture: 12.8 % Max Dry Density I I SA Ib/ft3 Zero Air Voids Line — Spee. Oravily = 2.6 A 2.7 119 ' 118 - -- 117 - -- 16 - - m a � "115 _-- - -- -- --- i Z114 -- - -- t] P+ Q 113 - -- - - - - - --- - 112 -- ---- -- --- ---- --- — - 111 -- -- - ---- --- - --- - - -- ---- --- -- -- 110- 10 11 12 13 14 15 16 17 '0 19 MOISTURI! CONTRNT (S) LML cc: SIERRA PACIFIC DEVELOPMENT INC BURTON ENGINEERING CITY OF TIG ARD Information contained herein i5 not to he reproduced,exccpt in full without prier authorirvition. CITY CSF TIGARD COMM{JNITY DEVELOPMENT DEPARTMENT 13146 SW Hal Blvd.Tigard,Oregon 97223.6109 (603)634.4171 Wi1Nl:L.L..: 2Sll,:ic':. i)G4.UME. GROLi.:NG'. w . . . . . :Y VArUJ . . . = r N'G V-IL.L7,; . . . : v 5: F'RLP?. . . . . . .Y !ar,. ,r IRF-GO" R?! L7i2f? 1,i i,,-'E.RV SURr-,XE. , -1 L t C f'C i' i 7" C:I �, p F G t { I _.I J ._ tfdfi� f bi 'Zi" IC L,�.. . _.t_c.';'�i: . ,? t r> . c�mo'ar;t t�, d��t . rt: 1. 23 'b0 J: . 10, 1 .3 omp .,:s perut is iss:ed subject to the regulations car�2ained in the t.ro ,ion Coni:r«n1 �._.._�.��__r_...... _.__. .. iyard hmicipal Cade, State Gf Gre. SzPLi :ty ;,ndes and ai: tither Excavation Trisp a4P1911i laws. tli: w-A .wil, c, difte i c.cordance with t-il '. InspeQtion i.tipreyk pia^t+ '.hit pm%;i t oil, txpil'¢ :f iic-"; is r.et started 0-adinil f 1h,p ,.:thin tib :.aqs ar :ss�e", v- J cork is swvideC ter bare f i nai T n s�)e ct- i sin ..__ laiI fo- in".:iei--tion $34-41 ?5 i October 14, 1993 CITY OF TIGARD OREGON Sierra Pacific Development, Inc PO Box 1754 Lake Oswego, OR 97035 Re: Grading/fill Permit for Hillshire Summit The grading and erosion control plan for Hillshire Summit Disposal Site is approved subject to the following conditions: • Professional inspections shall be provided by the civil and geo-technical engineers, and all reports of said inspections shat' be provided to the Building Division and the Engineering department pursuant to Section 7014 of the UBC. • Compaction reports shall be provided to the Building Division and the Engineering Department. • The following inspections to be made by the City shall be requested at minimum of 24 hours in advance (contact Letha Thomas at Ext. 371). 1. Erosion control prior to starting work 2. Staking for fill and cut prior to starting wor: 3. The subgrade prior to placement of fill 4. Final grading inspection 5. Any other inspections Letha may requirt. If you have any questions regarding this matter, please contact me at 630-4171. Sincer avid Scott, P.E. Building Official 13125 SW Nall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 BURTON ENGINEERING AND SURVEY CO. 13.945 SW PACIFIC HIGHWAY #302 TIGARD, OREGON 97223 PH (503)639-6116 David Scott City of Tigard PO Box 23397 Tigard, Oregon 97223 A. Cost Estimate for Hillshire Summit Si :e Grading Plan Final. Seeding and Erosion Control. 2.9 Acres @ $600.00/acre = $1,740.00 PRI pLtr. SAS M. 6��� U I TY OF T I OARD — RECEIPT OF PAYMENT REC rr.*I PT NO. 19 3—24;51X33 CHECK AMOUNT e `'°.y. 43 NAME: t 3IFERRA PACIFIC CASH AMOUNT a 0. 00 PAYMENTDATE 1 10/14/93 SUBDIVISION 1 PURPOSE OF PAYMF;N'l" AMOUNT RAIU PURPOSE OF P'AYME'NT AMOI.INT PA. I D BUILDING ?ERM P138. 50 PLAN CHECK FE _ 45. 00 ST. SUII_V, PF'R 11. 93 1:3 7 3ui HW BULL MTN RD - — H I L.L.SH I NE HUMM I T D I BP('.]liNL. T l'►1 01. AMOUNT PAID -- - -- —> 295. 43 Construction Inspection&Related Tests Carlson Testing, Inc. P.O Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 October 14, 1993 #CP-9172 Sierra Pacific Development, Inc. P.O. Box 1754 Lake Oswego, OR 97035 GEOTECHNICAL EVALUATION HILLSHIRE SUMMIT - DISPOSAL SITE TIGARD, OREGON Gentlemen: At your request, Carlson Testing Inc . (CTI) Engineer, Jim Imbrie, and President, Doug Leach visited the above earthwork disposal site. The disposal site is situated towards the summit of Bull Mountain in a swale that slopes at an approximately 5 to 10 percent grade towards the northeast. It is our understanding that the site is to be filled with a maximum of eight feet of fill taken from various sources . From observing an area cleared by a dozer, the Swale is covered by several inches of topsoil over typical Tualatin Valley brown, SILT derived from windblown loess . No highly compressible native materials were observed. It is our opinion that, from the geotechnical standpoint, it is feasible to use the site for earthwork disposal placed and to place the material as compacted engineered fill . With proper erosion control measures disposal filling should not adversely affect adjacent property. CTI recommends that the site be stripped of topsoil and verified by a Soil Engineer or Technician. Density Tests should be taken on every foot of fill placed or approximately every two 9-inch loose lifts . If debris from :roadway demolition are to be placed, a Soil Technician should be present nearly full-time during placement. Oversize material should be broken up into less than 6 inches diameter. Engineered fill should be compacted to a minimum of 90 percent of the modified Proctor (AASHTO T-180) . Page 2 of 2 CP-9172 If there are any further questions regarding this matter, please do not hesitate to contact this office. Sincerely, CARLSON TESTING, I C. r By / Dougla . Leach President By /) t James D. Imbrie, P.E. Vice President DWL/JDI i i Y ;I • .1 $ PVC SAN SE ` 12 12" CON STM y C. 18 12-M—CONC—Sl _ 56• ?'-.0 OIT 19 F, 660 21 2 0 66007 lw-q 2 �j Sr \ ` . v, X10' X 6' \ \ 31 / \ \ CLASS 50 \ \ \ \ 650 RIP—RAP � •\ \ \\ \ \ \ I \ \ \ Q P4 0 . 0 640 �. co O � 0 ^7 0. m U) Lo co O ti.. O �yG II Kt 4 r n.•.n 7 r ...-_ ., ., ........ .. __....... .. ..-... .. .. ..-...-:._... ...__.......,,. ._-.,- .,..... ��...w.�: ..o..,:,.....�.. .;:....,_ .. ...., .... - ,..,.»•s�n.m., „ta•wna.,.�.... �.•..,..w�.�......,;.m..w-..,..M,.u,m.,-,—.,«w>n.,we..Ve..un.,w».w,vm-.u..M.w..u..r:'rx+wawan.,aa.,.., .a,.,.,,,,...,w,..,.....,.....�.4.......,_.,... 08/19/96 Jill ' IIII III III l 11111111111 11 I11111I 11111 1111111 I1I11 1111111 1J1l111111111 Ijil ! ! 1 , 11111 I � I � I I Illii � l � l � l � i ! 1 � I � I � I � I � i � lf I I I � I � I � I � I � III IJ1 � 1 �11111 � 1 � ' INCH MADE IN CHINA Cfll1 11 ' t 1 1 1 1 113 to 27 \ '�� i ��i�l�l iliii�liiiiliiiiliiiilii�iliiiiliiiiiiiiiliii�liiiillllllllllllillh�IIIIIIIIIIIIIIIIIII�I�IIII�iII�tI111tllIII�IIIllllll�lllllllli�llllh ��iliiii►iiiil�iii�iiiiliiiiliii �.I lllillllllllllll1111I111111111�111111111I1illl,,,,..,lllllll� II IIII �. � � . - ,� � ; t r r o w4'r� o � m (.C) LO 11 I 1 d� o sY z II I l W� "HILLSHIRE ESTATES �`, U i I, I�/ o< 1\ - -55 - - - -- - I I a 114 / I I \ \ \ \ y I CONSTRUCT 10' GAVFI SANITARY ACCPSS_RQAO SAN SEW I \ \ 15' SAN SEW ESMT cy— W SO SPS S�Y� // \ X j 00 (Tl HIGH TOR D8VC S N SEW U 9 pVC M n RIVE " 12 CONC / / / / / / % + VATERLINE 8" HP RLINE W 8' W — - - - - 1 n w m— k 1 \ zl o I �\ '` /C\2x � \ \ \ / / / / � V) M / \ r� � OU� , o I� 1 ' co \ \ o I o 08/19/96 I (I�I}I�Lown IMF 11 RP w- nllnl nnhill nllluii nlllll tll � ir�i�tnl ndi>il Ililleil nnhnl uuhlll Inlb►mluliml nil nu onlullicnilml nnluu luduulunholmninnhullnn lmhnl nl�l �r lln I itl t��nl I>nl�i >»ii�irl filrtl ul}n i Y "HILLSHIRE p " I II t� (3) O EST cy + _:t y I l I I I N u 0 ` „ �► I I i I w u .0 L w N , I I I I I Q in m m U I E70� � EX GRARE---� � �� r- - --- � �--�, --- I w . .. ...... ... . ... �.?- 6 0�) ���/, % # l I I I I I c r w PROP GRADE �' _ / �, :.>�• -- - - a I N z I I I I I \ _ I I I r THI6 PR07EC.T 600 ►v -�. /.. . ...... .. 6. — w :I - - , !,;.I ; `XTEND 24"— 1 10'-18" CONC �\ /_ r THIS _ _ i au_ i__ 'aA IN s t` 1 1 /I CONC PIPE 6' ONC PIPE ®: 3.0U1 � ��'� - - � - : r -� x; C"' ' / I 1 I I I I i I I -A -,a o �� PROJECT u lot ! / / I I 'co`'°lo! �: z i �� -kJ T Air rnA 595 �, 595 I it Q ` �m s 6� ����� BULI. MOUNTAIN ROAD I / , VICINITY MAP // a s �' _ ' ` •1 / / l l 1 LU c�n NOT TO SCALE I �. c , . , Q II N rn� � �-� � �I�� VICINITY MAP � / ,/ ' l I � I 1 1 1 / I I II Q � MI, .� ................ .............. .. ...N >~ . S -— / / / / / / / / I I I z n II � �� _ NOT TO SCALE / / I ! I 1 / I / I II cw p vFi a r"of- II cn co? V)o II / / / I o In , / / / 1 ! I 1 I l a Q C� �, / / / I a x 00002 F-- >P� �0LLI � I rt too Lr) Q v� Il cv t�n.!L�.. / / / / / / / Z ww.. o�> > SUF II. o / // o W z 0 W + o + �7 . . �- . �............. .... .................... ................. / / / / l , X // / / / / %^ / I , II z UZ -� ~ a V, W m c.) � F- _STORM SEWER PROFILE Q �, HORIZONTAL SCALE: 1"-= 20' VERTICAL SCALE: 1" = 5' / / / / ,/ / / / / I I II -� E , < w / i i / / , III w W W Z W�/ /ice / / , // // // / I I! Q It J / �i // // O ~ O �/ / / / 008 � � / qF � � � o � +p X / / / / / &04 / / llW U O Q 11 z STM SEW W Q / / / / / / // / / 18" STUB /25' - X118" PROPOSED "PRIVATE STORM " / / / / / l / / IJ SEWER WITH HILLSHIRE SUMMIT X STM SEW ; I / l / / i / / l ! / / / / / / , x All a W w / / % 1 / / / ! / / 610 / a I.--I / 1 I v ,� / / / / / / ` i / / / , a / // 6 REMOVE EX AREA �/ Ak o VP // // // , X �/ \ ( I ' ( ��� DRAIN" CONC PIPE D / / / 10 \ 1 I / II� 0 o l ! / ! / f" \ I I 674 C / / I{ F- sus s, \\ \�� \ / II -a FZ LLJ /w / I I d / i / / / / �. / II w CL / / \ —`. LLJ LLI // / /� ` \ \� X \ 626 � `�� ` • _...r•61(1 �.�� / /II Q fn H / / ! �� \\ -- — V) 'ted p iix p It G � � f 11 l / `\ - _ — ' — ' ` � • II C) \ 6,3� - - - - - _ \ O V - - _ - 11 LL_ - ->± ►� 11.CITY OF T113ARD _ \ s -- -- _ _ - - _. _ _ 30 — - -- - \ Aon ovnd.....................................................`..... -- -- - `---. k —\ ---- --- --- U `-\ w ac9^latfc t4'PC4'34',l . \ V— �14uCh............ ..•....•......•..•..•.....,�,, �: w lob Ader,,s^ _... PRO #5373 40 \ \ E'ROJECT NUMBER OREGON _ � \ \ 0 61, - - - - -- - _ � r ,�ti -� S9 X03 EROSION CONTROL DETAIL \ ` -_ _ _ As I�. a\��� SHEET , -- . — ` \ \. - - - EXPIRES 12/31/93 _ \\ NOT TO SCALE \ ' 13735 SV'J E3ull Mountain _ \ Road \ ♦ - 3of4 fi 08/19/96 I� I�lil� lllll i I�Ilillllll�l I Ill�lllll �l�i�i illli� illl!li i i1ilili ili � ili �ilil! � I►I�l���l�l� �lilili��l�l� �lil�l►�►lili�� �l�l���l�l�l� �l�li[i��l�l�l } INCH ( MADE IN CHINA IIIII�iIliillllilii�I��Illiliilillliitililiiliillliiiiliiti Illllllll iliiliiiiliiiiliiulltiiltillli!Iilillilitiiliillliiilliiiillitiliiiilitllliillliiiiliililliilltlllliiiiliiiiliiiilliiiliiiililiilliiiiiiiiliiiilliilliiiiliinliniliiiilinilinilliiiliinliiiilinillllllillllllillllllllillllllllll ell 1, law Ybx Mead)` -- - e 0s. Aeoct, Y120 v/ etaba or batt., I Additional gravel perio may have - /. ---_—� - as �G•`Q mourn ErNdo'Ibr p/Multwith expowping I Y ! to be added periodically to maintain proper' function of - a !+ %' protects with exposed ground surfaces anticipated betwan m the ad. __ 6,N FeJ'mot F..,m Alo" dv e° e r r I and Aryll 3C,seeding;muithing as no rd in Figure}7 Io 0 i i t 't-- y Immediately eller$mune Iodate are exposed from ban - o p ,l radio /clearin operation , a t� ZI, 8 8 ,A If the gravel pad dose not II t• �Y •� lata L-p mora" P, •1•� troa Corse« Mulching ,slot Figure 34 are for hydro mulclms. Double nit for adequately remove dirt and I� v'"tsiOVna '•Eq• mud from vehicle Yh@els 9UCh TENPORApT EEpeMEMT rF.XCES I I' ba y - If ;l dr Y.loose,weed-lett unw, Anchor$uaw by working.n by hand or h u b that mud and dirt tracRing / « :,•. Notes f • ICi with equipment(rolbrt,Aol robs,eleJ. t5. +,T; � '� •hmMati«Uoalrcher. t me evident oft site, ak additional tensile of filter fabric ` - •M r% �;, - L }� Profile • T measures moat b@ taken. Such ` to`th tensile see Lvgtln9 etren9Lh / .D�ve•ub min,mum l]' D, rA. Al lht end Ol site[omimtliOn, wing, anent Sib 4ndKaping' i ..... .... . .....Y................. ...... .... �1' ' I:N•w inm smwd mime. or establishchato of a health used of case(or aNernadve vtg<btbn F ehanetefaces. du .hole en the I p perm measures may tool ode haelnq X4, D B r v 1•� „F support tante. Synthetic filter ++ Ile I ]-T.rJ wAtw a.da. PL ma I Y $ calf wheels before vehicles I „ •g? fabNc eha33 conGln ultraviolet �`--� ~ a" t"• •D^lymh'u+ed baa - -._ -- v ai Approved) otcw prior to removal of silo erosion tonlrol ii leave the "ite or other tau. filo,. ray lnhfbiton and erabill.... II 4Wa Ii IroMllaunmoflesa I Nolt,,. I plan measures. /tv'or: Ih+n al0limal len alM construction techniques/ d yR to prov1N a mivlman of 6 months •n,.e.r mtnem6,rc6e• q �. II II 1 Imnrgk MMl a I work operations Dns modifications. }I}aQ Oa Oed a of expected uanhle cnratnwti on i a,4'.A:dre, duplex mrdmXe • Soil Prepnlion-Tog Wil should be prepared armed, to landscape rolum+nlon+on s,ngir mU •O^ put rev"mumu I Ln{or rLYommeMauons of rasp seed suppiitr. `� p i ,. P d„^Po at y late at a tanpen Cure ones or •MaAm Mrmn uLre P 8 ` Wheel washing should De done m oat•° e0y0 +. 0•r to I r. u+l siv.G. of read on the gravel pad and wash Os oaoa0r oi0�+ r°.ym roe. ___ -__- eater should drain through the / •'�sl0sad'OP All flnerinl. to be in good PipAN Seeding- Recommended erosion Comm)grass seed.......e as 9 ti s oa e, ew• preetcaldspaltlon Lo prove de •B.ryn, .71,av substituted Si it pprota designed to achieve erosion Control may b Rolletrapping structure prfol "sn9� prop. ae4lnent rrtenel on. Rotel ma'q IT I - subsritwed it appow rtes lurisdklbn. y si leaving the wnatruC ion Radw•�t min veKt _ ----- _.----,_-_ I ]'.,.] per,.,rn Wb t. Dwarf Cras Mix)low height.low maintenance). 1 site. AL no time shall nor. than etR t / IVj Clem Pe Run or l'-MInL>Gravel root depth of sediment be all / 1 1 Ry P Elks Dwul Perennial 20%by s.Wit by weigh) a'min. to acculnla to behind • eealwAt ran 4wv -v^.d Cretpin$RM Fescue,2DS•by weight sutlgrade Rrinlluremmt Je(Hh� provide Full Nldlh Ceres. Sedin.nt should be r• ioved °Mia1o1 I application Cur 1W Powad{msmmum per etre w R(Amoco 2002 or better) Gral"Mi.a Required \ bale• of ingrtas/Cele,A,e+• o, refire re into stores, and the Am, /r . ^aaCa 2aAL sediment trnrea repaired and n- __ ander elgnt Graph ar CE-r72,Q, eoubllnMd as needed. A 'OI%"I'" / Fl "�5 / •, I,� % 7 SI dH a Annual Ryegnn,t0A by weight Cil N s uchnn ! Turf pt l;.,00,60%by we,;hl y ew— °pplialiw rate: 1 W pound! minimum per acre W 2 20 min fa single family and duplex residential w ].r.rr Ii. v`v- ov.n+padyn ( a y O C Developmem aloes within SO lets of Rose bodies and wetlands mwt <4 •a'e• a- K Fertilization!or grass feed-As per supplier's remmmend+tlolu 1--•• A O / Straw Pale SLnlimem Brtrkrs lbs . non-phosplaru. fertilizer. of-1 W �'•" i v` , \ wet in D,whes ar Sweles stMulehmg Mulching races need in Flglce 3-0 assume hydro- ""las°Rt aaeaetxw erling and mulching. If using dry grao- lrsw mulch,double the rale Z plan emx.em'no- . shown in Figure 3-1 end provide 2-inch minimum cover. Mulch shall W j 5 be spread uniformly. Mulching should immediately follow seeding for O wet weather period erosion control. O W 3 Erosion Control FIRM ... -- I • Sending Agents.Use bckiffer per supplier retommendslions to j O Erosion Control Plnns rro5ion Conlrnl Pians apply grass seeding to diuurbed arts y z BY, BUPTGM Lln]xLERINe Sediment Fence F As j.11RvEY CO. 8YI RURTON EN3]NEER..r Shaw' Bale Sediment Barrier I Straw Bale Sediment Barrier ENSiOn f`ORlrol P78tle - ANO aVLVLT AtONO SLDPLR rel DTTCNES OR SMALLS ' Nrul^$and Armhon-For disturbed creat on slopes,biodegradable O H _ Gravel CatstNdian Entrance -- - netting or)ole is desirable and may be used Dtslead of landing+gentsU O < Ui to provides stable area for seeding. Netting should he anricred per E"• Q -- - ------ ___ manufacturer's recommendations. IV) 3 • t W-fering-Seeding and landscaping should it supplied with •'li) adequate mmst-of Supply water as needed,espetially in abllarmuly O y Q hot or dry weather Or on adverse sites Water application rales should U) U Owl,1.10 be tonuoded Io provide adequate mailturt without c...in runoff. F • - STANDARD NOTI'i FOR EROSIPY('ON7AOL B Q wilOCntt • Pieuit Sheeting-Govedbes sheeringshall e, installed r a O hakes(2'xT's30 Wee him f241TX FeIISMC immediately on wren seeded between November 1 to March 31,and W } • Approval of iblt nosionlaedlmmlalion rom:ol (ESC)plan does not �j �- -- remain untilvegmallon is firmly established. � F Onetime an approval of permanent road m drainage design is S. size and _ p� location Of bawds,Pips,resWtton,Channels,retention facillties, usilities,ew,1 -__ iE [�? - -- - - - ds , 1• Plastic sheeting shall be polyethylene and have a minimum ... -...... !td iii IF.i knesf r a ... .......��;Gy -ten c obmtl Gravel Filler { 'The wt lemetalion of rhes ESC Leu and she tonstrumion, maimenenn•. - -" I� `^ P P '.. -_.-' �” ! - !,_�11_ sD o; L lYeoo�ru�S Q nplarommt and upgrading Of dwe EX-facilities is the responsibility of rtes Q gbG Bl 1.— o -- /'Drtr+07nt Y• Covorin--MII tet installed and maintained lightly in place by using 9 applinnt/comramw unlit all [ona@uminn h completed and approved and --- 177gtp�' - ,(• a i e i e0 f3•aeotta Fiat sandbags.. .Un on rope with a maximum 101ca grid spring N all t4 wgmadw/landscaping b established. ( ii„i;?'rr°i J p a t v. 0 sD +D tic oaf' e, directions All Rams shall be taped or weighted dolor full Ieng• and a •••ye I C, The L et A a ae } c there shall be n least a IDinth overlap M aB seams. For seams parallel �+ • The boundaries of the Hearin limits shown on this len shall be clear) t i o e d ea ao±�. to the slope tumour, if&uphill shim shall overlap the downhill ahtel 8 P Y ley` D as ➢D r'o 0 k-is,Min C avel(11'min.depth; nagged in Me find prior b COefUuctbn. Darin Ilw construction riot.u,• t t e y t••• �i° $8 P $ Th Ditm retro t�� 0•_.rNV2_DaO.�a-�a�-�`e a� gvnoRtvater I L r• � L• Drainage from areas Covered D plastic Shemin shall be rowelled disturwlNr beyond the Bagged clearing limit shall be permitted. The wi5ed4mm ^,gS�I.L. d Y P $ ed _ daDa lochThal nDOIKhuB.gg,ly CoA be rraintsiue+ by 0 e.pp rulmhanh error fa the duration of •.tid .$la $, s:aea /* r�• geoccundibrliycolounmntrolld,di,,,bd ""Ietsix.fim•eea.yv.a tsayJ tis p••ia•-s eyl,w w. e Comore Block 1 e ate” EosnAt< y area of the construttlon•Ile. Tb^ ESC facilivas drawn o" fNs plan must be constrvaird in eonp ookla 1 CPeueD TLr�°LB` N • Re-seedmg-Area wnun fAll to eslabgsh vegmalivt my radequae I aw to prevent erosion shall be re-seeded as soon as suchareas an wish ell darling and groesn t"let t,ami ut oath a rructueematv ol to apart 16x1 Sessmenr Win Mnh with fikrr Iden-ified. vdc,ata 1daeR water docs not enter the nlaimge system or.')calsis grybsal•b tKller Fnbrir nn top y I � � ` I wv:er standards g • Its, The ESC facilities shown ON, This p all ort the minimum requirement{ f,17f,17I Flhur 1'abn: { 1Ge v amiopaledsite condi6cras During the ronstrucron period,these EX Stupplei to , .- . . . . .. Overnoo, - Iadiues shall tet upgudtd as deeded lot unexpeaed storm events and toI Sbl.aa �/k Were Saten ensure that welimmu l.dwter en adoes not leave .he sire, /;/ Wrered Water STORM DRAIN INLET PROTECTION Roane h(e)ir Runoff kvsbr ! Berms may be required to direct • the ESC feciLties shall be Improved daily by the appliCam/ronitamnr nvl wishu'do, .1 1,:u..-.1.:etre •von:edimenl 0 -7 { I � 12--24- Y 9 nuin:ai:rd as necessary to ensure their continued Icnctioning. ` �-t - �paf�,v -�'R v /fol fEF dra:•.nage to flow through the K:vir.11-•'-::/vas _ ..jT�] a-- e V - Lne�slY r,•N6 TeeAs,-;,ad�efiern ns,v Ar Tne filtt bas and prevent bypassing of {t 1 fid/-'.fsAFzz AAso E'a,sr/tat. 6Y, ,,C, the inlets. The EX facilities on inacthe sire Ilia tet inApecbd and maintained a r minimum of once a month or within tete l$hours following a storm event Ssuied Filter `_ Crop Inlet ! wit Su vqe S,aq/C Dawyfune yf,n,S neer At no time shall more than a one Fabric � > with Crate 1 • At no time shall more than we feel of sediment he allowed to accumulate• (mi ,4 Mlabl /21i.•rE CVn un/O Awp z' dr/C�iivzMS foot depth of sediment be allowed %othin a trapped catch basin AV catch basin,and conveyance liters shall b• to accumulate against storm drain t ed bah+rprior to paving. The cleaning operatim shall hot flush sediment Inlet protection measures. Paden meter into ,he downstream system. I Sediment must be removed and Inlet Protection measures restored as Stabilized construction entrances shall to installed althebeginningol - - --- needed to maintain their sediment ¢atruction and maintained for lheduratinn of line m. Additional ---' -- Erosion Control Plans rl•OaD C.////o tra •p1n and filtering capability. � � PtOie Erosion Control Plans h 9 r:-leer ec pay be I-quieted to insure dint all paved Areas are lept clean for It, I Erosion f',ontrol Plans Block&Crave)Inlet Barrier Crave)&A'ire Mesh inlet Barrier EserPS/Ov �irYvfeDL I'f�K�ay du:antm of the project. off BURTON ENGINEERING rillyt Fabric Inlet ber:i:r - - �7LrE,e AND-SURVEY Co. -- U) .4 1•aa W " e•,4Yae Or wwa[ are 'S u .D e•L. baa rvu,a -t ,p na, = r s••a, tsps. a facts{, r Iota e.I Wt I ; 1 � • ,.• arm wit m ReneuL• I!'-•-—l'.tact-� hN � 1 r– \ , 1 D - a •, :<«n. m.m, r+• Corot to e«[,. B 1`— t'. ,• _—� I I r _ : I I_ � b C C _..«r „DI' w r we. TII y- •'Y/ `� _ O �� o :X C. Allmi io"RevalRitl•op an p r A I I'.� A It. ir• :: r ffiSZ' ,. R.INC Rif Me — Q) O 2 PLAN t te'•Gan sx•u seam tyuvt i 1 4 \ •rLm[ '+ t�•� no Coto uaaasoaw nxtwlx a ao0o af.l. L•r• it: ava'f rn'R ft�rtai Ica L .+ Lest was[ ra•n ' .�, t,/ . r"::::• s qui °nit uM[ — _ I • Wr T mfr 51OnM t i hr HNe Ica nln R SANITARY w1. 11.t{, e••et re street _ I AN ,saw[ Was . at pet n.•W •nxI>;r sa w r.hr _- vti•..,yi s' r baa .Ian ansa, m o.a. ea its irw flax'`. . CUTFWAY VIEW A fIIT. ��C. f[+ rile( •�!•I..... p]N t Vale l/.•L M. D. IV - - _ it __ „I • baa W.., sen tet na sVa'a M' _ j' La+• baa •.Ul C WL T /-- • S e a ' +Dix Rp self- I • ` •. rrmp•ts — -_ 9 �- .,1� fi I DETAIL A ' file PLAN -- neew r• 't m rusfu f I .am _.._-__ ear , rF-----------�__.---- -- :: 1 a...a.w• at' ec• + ; - '4 A ----- .,, v4f.ev Ka - - Ya 1l wLa�y� 11 �)~_�II `f P —�•— p•baa�t O .: __ { n• aLNxaJ 1 PLAN •.^ I yl {(�I/a' _.T� n• W,. M mSKt[IIR�E —.--. ,,l••• O o`,N _- — -- _. Y f• wle"01. a , _ I I fir •. ayvµ'tral (L 1/tom+a•bLt _i•n —�i K rue au.r We•vub m.fNa uir11 sal. -T 1 11 ,C'.. t mstut W Im,pbnc n,x Vn wn e.,M r. a. -- \J -_-__- !L•- ..- __.. .. W fwnp twavw nix pn,.ns. I -•},• III 11f Ilk--- SECTION A - A SECTION AA=A I. 1. U1 111 t1 . tin We ops. IIIYYY---- ;`• —Y,aBr 1. USE $UBUREAN TYPE OrAT IN NDN-iRMriC MUR• "'1 Ki .at,rs W I.I. Iq• vwr b, t-D• Y-aYa-- Absem Rehr a a r 14 ,,, ,,,, 2. COVER Ase ,RALE SHALL 6E GRAY CAST IRON ASTM A-as MAs$ O0. am. I KaiNaaAs r At. KO uc•ru...m hers, I DtnnQ. / --g_- t . -:,r u',Ol,me•na .ix tW new+hero saMema fa'ihanrN s. CO104 Aro rOR L to rt HOONIrEB tD A Tatrc BEARING ALL AROUND. SECTION A-A ELEVATION B-B Iwo, to t«tAr asst wlb�r un•-m d. NOI CH LID COR UfTING H00R, nix mmle sa•.zt _ SUBURBAN AND STANDARD �nNI04 - AREA DRAIN, urdled ( ------ - - -- - -- - - - -- ---- -- - — ... ._ __ ... PROJECT NUMBHR a Bower MANHOLE STEP �^� �� GRATE AREA anidei FRAME AREA STANDARD MANHOLE � ee aNO. 12E FRAME AND COVER _ BRAVING HO. I4o �f�� ° MA.eTYPE 11 TYPE II u��® Sewerage DRAIN, TYPE' II V��� sowsage 89 4-03 ,nFnv;vc sen, oto DIwvIHG NO. t» egetYGy agency I DRAIN T -___._ _. _ . _. ___-.-.__.--.__-_ _._._-_ _--- --_ --- on.axo sea•n—.. ._ . -.. _ _ _ a�`�'y o.avmo xo.,sa agency ' 13735 SW Bull Mountain SHEET Road 4 of -- --OF_2 _ r 08/19/96 �1i11111111111 11111111!1111 11111111111111}Iia 11111111111111 IIIIIIi 11111 i 11i1!li 11111 I Ililill hill I Illllli 1111! t i111!l� VIII 1111111 1111111 I VIII 11111 1 1 1 1 1 1 1 1 y I Itfcx 4140t 41111A� JI 1 4I ,,.�- iuhumlllhmfnidn11,111 indlllilunluu mol)))l Iliduli lluhm mduuimihminlllllnlr't ullm Iudmllmdml mdnmonlun> mldunllndlm ullhm mllnnluulun nuh>I�illlminnlnulnn nnhm mllnn nnll�illlmdnnh e t