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15686 SW SEQUOIA PARKWAY-3 • 1 Z LY. tal � O U r N O U I t w i ROCKERI� DE SIGN i PA, CIFIC CORPORATE CENTEv ar re ig d 0on For \ � p ��` -/ •.iii! PAC TRUST V� , � �• •.y• ..7• A' ion ��,�. � � ,� ,..�..: • • � � �.� W � G � 2 r Sequoia Pkwy, 15686 - .gill COVER Sl- E T BUP 95-0250 to 1 of Gc0 .'NM'9 El1p-tllee1's N FIGURE 1 1 i If this notice appears clearer than (fie document, the document is of marginal qua! ty. fK� IIIQ� ..;1. Y i � ' � � � }J.1 ML�y �'M.I.nwWbA ...�.. r� • - •� ... 'TM....YM'w A95M•' t � {1lll �ll� ��ll�ilillilililiillf illliilllill �IT- # U) 1.1 C) O to t� N U DESIGN PARAMETERS DESIGN OF THE REINFORCED SOIL STRUCTURE IS BASED ON THE FOLLOWING PARAMETERS: FRICTION COHESION, C MOIST UNIT ANGLE, PHI WEIGHT REINFORCED WALL. FILL 32 0 115 PCF RETAINED BACKFILL 32 0 115 PCF I FOUNDATION SOIL 32 0 115 PCF EXTERNAL STABILITY OF WALLS: MINUMUM FACTOR Of SAFETY. BASE SLIDING = 1 .5 MINUMUM FACTOR OF SAFETY. OVERTURNING = 1 .5 HYDROSTATIC LOADING = 0 REQUIRED BEARING PRESSURE = 3,000 psf .j'�s '.': '�=►?y~/}"°� � �1♦ /.t..•i;, •! rte'"," oe • .��� f Cr,KcC'14 � i,C 5 1 r� V. t���-�, 0c 2. in ca 1 1 Sequoia Pkwy, 15636 DE' �N CHART/DESIGN PARAMETERS 2of10 -0250 FGeo �I1 [11��1'S ��POO F=IGURE 2 If this notice appears cle=arer (hall the document, the doctivient is of marginal yual:.y. TO I1II111 i i11 1 { ! 1I 11111 I11 � ' l lI Ir� l. �, .l. ly �. I .E, •�. � :� :.� � 11 lI ° Fm lll! {{## i# I Q4 rrte. 1- f r r Rockery Face Batter not SteeRAr Than 5(V) �o 1 (H) 2 \� 0opC� O��v %\ a o 0 c'), 00a G, o \ o� rho � \o o ©� \ 5 Oot3a V n \ bo� �� Back(ill: 3/4" to I� / 4 Crushed Rock o oc� \\, I 0 o � zoo © \' Necessa Pe as rY Slope w ao 4" Minimum Diameter Perforated 40 0 a,p ® PVC Pipe 2% Slope Minimum Wrapped with Non---Woven Geos nthetic with A.O.S. Equivalent to #70 Sieve Size. Crushed Rock or Dense Soil with First Course of Rock Seated into it J,(: ^� : 9y 1 IV �= y;;--'', :� � TYPICAL ROCKERY SECTION i; '� '; -, ; NOT TO SCALE Ir •---•--�- r, —c�, ____ "I- > CL r o sequoia Pkwy15686 ��1o• SECTION DETAILS BIJP 95-0250G e o • Wo"N �WFIGUI7E 3 :: . . 't.a1&Afiti"¢p ef.',NiO'+V:!ffi!tl?'1YM93AIW�f.F.M r:,Y"a».M'rr. - ,. '�taiiWMlJ:aanr�n'uan.carr,^:•r,-.wpa�.Yalu.['4�1'�iMtkC,�.a+.'vcrnal,».. ... ._. . . ,y '_ _ _....._..a ..<...,.•,....,.....,«_-. ..,_...._... f ���..��••1.�...�l-- _ � � �3TIWW.v111iM..r,..e41 ::w::A,.,...�..!T�. 1 T If this notice appears cle-Irer th<<n the document, the document is of marginal qu:0.'4. I � Ij � � ljlljl .r ; - 1, - jll � l { Ijl ( i I� C � Ijl � � tf � l I � ij � jl Ijij � l� i ; � ll � f I � IjI P � Ijl � lj ) I � Ij ) I Ijlllj1 i1 ! ( ! 110 LM Tiiipoil���f{ IIl11�11{fllltilii�lliIIIIIIIIIII1111�l11l�Ii11�!�ii��1111i►i�!l111�ii1i11IIII III III wIllm11111111111 Ii'"t1111 fI# ! m.r-i�2Mr:.�•�lwee:wn¢Ma ,;.r:sr v.:. ..:iri-_. .,:.::::�k,:a�..t..:. f r i i i Q. TR pUC;jIQN C0NSJRUCT10t!_(_ )UM- � Rockeries generally act as a gravity woll to resist lateral load. Important elements of cr 1 The individual constructing the rockery should be an experienced and skillful craftsman in i �j rockery are 1 ) its size, weight and shape, 2) friction developed between individual rocks .(internal rockery construction. friction), 3) friction between the bast layer of rocks crud the underlying round 4 2. The contractor should Y 9 9 passive use sufficient space so that tie con select among a number of rocks res'sw',ance to sliding developed by soil or pavement in fr�;,t of (lie rockery, and 5 lateral loud for each space acting on or resisted by the rockery. I in the rockery to be filled. Rocks which have spaces which do riot match Interpol friction is very difficult to duontr�y and is, in part, dependent on the rock strength the spaces offered by the previous course of rock should be rejected. Rock must l)e 9 angular, tubular, or semi—rectangular shaped; any rocks of basically rounded form small not of the contact and, to a large degree, on the skill and judgement of tile, builder. Internal friction be used. Cori change over time, dtie to weathering of the rocl. and from rockerymovement Rockeries t ical! 3. Tile first course of rocks must be placed on firm, unyielding soil. There must be full yp y experience ra settling in" during and for some time after construction. contact between (lie rock and soil which may require sha in of the round Also, many rockeries are subject to additional lateral load that causes additional movement due slamming or dropping the rocks 9 P g 9 surface or to wetting of the retained soil or other factors that reduce: the strength of the soil. For oorl into place so that the soil foundation conforms to the rock P Y face bearing on it. As an alternative, it is satisfactory to use lean concrete in wliich to seat con::lructed or marginal rockeries, movement can result in loss of internal friction and a rockery the first course of rocks or to use a 3/4 --inch minus crushed rock into which the foundation rocks are seated. The bottom of the first course of rock should be a minimum of 1 foot 11F12ff below the lowest adjacent grade. Unless specifically designed for giv:n situations, the maximum rockery heights should be 4. The rocke face shall slope toward th, bank being protected at not steeper than 1 as follows: g (Lonzontal� to G (vert cal), but not flak!er than Ili to 3V. 1 . No more than 7.5 feet when retaining compacted fill with a 2 to 1 (horizontal to vertical) 5. The rocks should be placed so that there are no continuous joint planes in tiie vertical or slope above the rockery. lateral direction. Each rock must bear solidly on two or more rocks below it and so there 2. No more than 9 feet when retaining compacted fill with leve( ground above the rockery, is no sign of instability such as "rocking" or "tipping" of individual boulders. The rocks 3. No more (lion 10 feet when used as a facing for stable cuts in undisturbed native soil or should fit so net open spaces or voids larger than 6 inches exist. Rocks should be placed reinforced Borth fill with a 2 to 1 slope above the rockery. so that there is some bearing beiween flat rock faces, rather than on points. Horizontal or 4. No more than 12 feet when used as a facing for stable cuts in undisturbed native soil or nearly horizontal joints should slope downward into the material protected (away_ from the reinforced earth fill with level ground above (lie rockery. rockery face). 5. Where surcharge loans act on the rockery, the maximum height must be reduced. 6. Spalls should be used behind the rockery rocks to block spaces and, where necessary, to i 6. Where tie required height s greater than the maximum Leight, a stepped rockery or other wedge between rocks and to lock them together. This should also serve to prevent washing types of retaining structures. should be evaluated. The minimum horizontal bench width, of backfill material through the rockery. measured from the back of the rockery, should be 0.91-1 for fill slopes and 0.614 for cut 7• Backfill between the rockery and the adjacent soil face should be a minimun-, of 1 foot wide slopes, where 11 equals the rockery height. and consist of washed and screened crushed rock ranging from 3/4—inch minimum to — maximum gradation with tparticle majority about 1 inches in article siz. The backfill zone f 4 rnclr HQCK QUALITY must be filled and thoroughly tamped as each course of boulders is placed. e11 rock shall be sound, unweathered, weathering resistant, angular ledge rock. Tile longest 8. If there is seepage or a potentia( for infiltration of surface water into the backfill zone, dimension of any individual rock roula riot exceed three times its shortest dimension. Acceptability special d:oinage measures or sediment filtration maybe required. If these conditions occur, of rock to be determined by laboratory tests provided by the contractor from a representative a soils engineer should be contacted for further advise. sample of the material every 100 feet of wall or as determined by engineer. P S• Surface drainage above (lie rockery should be diverted or collected and carried in closed conduits to a point belCW the rockery. a. Absorption I (Corps of Engineers CRD—C- 107) Not more than 3.0% Rockery construction is an art and dep,nds largely on the skill of the builder. Although rockeries can offer significant lateral restraint, they are partially indeterminate and they present b. Accelerated Expansion ( 15 days) unusual risk relative to other retaining structures. Even when the foundation and retained material are satisfactory and the rockery materials and construction appear satisfactory, there is . CRD—C-- 148) Not more than 15� breakdown some risk of movement and failure. C. Soundness (MgSO4 at 5 cycles) Not greater than 5% loss (CRD—C-- 137) d. Unconfined Compressive Strength c.''`�(, • ��'icy;'�:'.''�; ASTM D 2166--66 (reapproved 1979) Intact str angth of 14,500 or greater ��~' t1 s'k, iiia-• i •�• ., a The most important dimension is the horizontal thickness of the rock measured 03 perpendicular to the retained soil. The minimum thickness varies with the height of the rockery and lateral loads to be carried by the rockery. The roc ' .ery con be tapered in thickness providing ort:.GG;r that (tie thickness equals or exceeds the followirig: �s 1+�� 1�• �;� � Minimum Rockery Thickness (including ernbedment) 44 inches 11 feet ''- 40 inches 9 feet 36 inches 7 feet 2�3 inches 6 feet Alp, SPECIFICATIn22 inches 4 feetSPECIFICATIONS PqIr Geo, �En� inners Sequoia Pkwy, 15686 SHEET 4 8UP 95-0250 4of10 t i if° this nolice appears cle,ii•ci• tlrarr, the document, the document is of marginal qual:ry. qilil I� �IiIi��It� ��i�IiIl�Illililllflllllll�dllll illi�lll,��i�1IT III[MIII h!11111 11111111 Ili I 1 1111 Ifli F I I r1/ . W 30.0' 24.0' GRAPHIC $C�IL1 . 0. 604.0' a 0 d C Y1 mono cr :2 do C C C C c Imr . m n z w Go aN 13 ACE - !2i a M 10ISPA S N 21 0 21 Z • c " to W c • M < 4 2 z Zo � � I{ UP i I .I II to 7 1,2.0' 34.018.0' 25.0' 6' 0 o 0 N -- Z VINO Id ✓e 3 FH C C C C / LL) ' w m Oji Q I II I I I _� F �aI SPA S v� p 4 SPA o Co,* �jc •� �' I 3 21 ' SITE CRITERIA iz�Z 2 m o M a ? 5 — SITE AREA (2.79 AC) 121.662 SO. FT. Y BUILDING FOOTPRINT AREA 17,789 S0. FT. Q • e LANDSCAPE AREA 53.143 SO. FT. (447) 0 > q 't o O III I O -- / STANDARD 86 SPACES O t r i 40 I I I I v --- -- 64 PARKING - 40 d d 7� o . 8{ v COMPACT 34 SPACES 31R I JI w I ' Uaa ,o DISABLED 5 SPACES 5X) oTOTAL ,07 SPACES m OD -K 6 b UU / 3 ' il0 — is KEYNOTES N I I �,• II v_- 1. 6' THICK CONCRETE WALKWAY W 2. MAXIMUM 2% SLOPE ALL DIRECTIONS AT DISABLED PARKING �--� TYPICAL. SEE GRADING P!AN. o 3. EXISTING COMMERCIAL DRIVEWAY TO REMAIN 0Z 4. VAN ACCESSIBLE DIS I v ABIED PARKING Lyj 5. DISABLED PARKING SIGNAGE PER CODE U Z S. TRASH ENCLOSURE. SEE ARCHITECTURAL SHEETS. ry I �, o 7. CONCRETE SIDEWALK (PRIVATE) Q 21 S. CONCRETE STAIRS < W(. DECORATIVE ROCK FACED RETAINING WALL-CONTRACTOR Z iTO WITH CALCULATIONS STAMPED la 20 r 1 PROVIDE CENSED I THE STATE OF OREGON AND SHALL OBTAIN BLDG. ~W r V; Ii I 20.0' Q I Q '� COURTYARD BY MARRIOTT / EXISTING PERMIT FOR coVAURucnaN. >-wo/y J 10. EXISTING ELECTRICAL VAULT.11. EXISTING CONCREE POST m V a, r � ' F.F. 187.0' J�"'----6' C'r.AIN LI,% FENCE 12. EXISTING WEU DECOMMISSION ACCORDING TO STATE STATUES a ., = 13. EXISTING SPRINKLER CONTROL BOX. If 1, 79 � 14. EXISTING DFCTRICAL RISER QQ Q PJWER pnU ` -4' WIRE FENCE QED 16. EXISTING 1REE TO BE REMOVED. I 1 n 17. EXISTING SLOPE EASEMENT. U 18. PAVING SECTION _p 19. DECORATIVE WALK SEE ARCHITECTURAL SHEETS. I 20. DECORATIVE DRIVE SEE ARCHITECTURAL SHEETS. m V�-- �1 1 18 21. CAST-IN-PUCE CURB OR EXTRUDED CURB AS DIRECTED BY OWNER. II J $ i 0 , r SEE DETAILS 2 k 5/SD2 5W_ ' - f 0- a b 0V CURB RADIIit , r1 �-� 1/ —it , t j � � -- 1. RADIUS r 20' 2. RADIUS r 2' 1 l g w MpN11uP.LNG WELL 7 C. If 75 IAt 1 / I FI 011e !I 1 Ol CONC. EXPIFfES: 630 5 If 1 POST ilk, � 1D AMD SfTE 1-16-95 DATE WE DRAWN BY: i M / v ® _ 76.0 7 ,,i _ srA>E s To sAtpl DHR c r 21 -----OWN- CHECKED BY: FM / � .-_ � � ;f1� REVISION MONIT17R1NG6FUL ® ' '-'' � EDITION POWER :AULT f 16 . - . .. , ,i / i t '-dl 1U�;S , CLOSING $1 PARK I C DATENKLER CONTROLB H e� L`_Jo mere EF� _1 PACTRUST / / J A v U'� �A. � . �•�� ,/' 0.` j' _ rwr� --_-_—-- OL((al � fI�11TER PARK In .� ow.rn.M rc 0— - O _ o /'' 41 SHEET Q�� ,/ v VQ. NRY MAP / SEN �. „' JQ N.T.S / ,''' ,- �' , % S D 1 I 1 -20.0 / ` cr OF _ Sequoia Pkwy, 15666 REVISED SITE PERMIT 3-T7--95 ,LOB NO. BUP 95-0250 194434 5 of 10 194434 \CIVIL\SDI.9V0 MSN 03/17/97 0049 1i 06 If this noire Dppeu:s clearer ah;m the docume,l, the document is of marCina l lI NII111� low III`C�Immi MIA �la�UIIIIIIUIi rllllll�lllh sIIIIIIIrfI. . I�IIIII��III�II�I�i�I�lllll��illtl!UI���ILI��1 y�)�► �l I�IIIrIII�� 2 �T r C D Inilnnmllirlrl adrn ule . E mdu irlilil m16tlndnn uulru Iru6ulhudnu mdn Iundnnl!udlmmnlinlhmhm unlnu mdnulnnlfihll iulinll rrr�- W nNISH NATIVE BACKFILL ------ STANDARD AND COVER�E GRADE Q rc (SEE SPECIFICATIONS FOR PROPOSED PAVEMENT AREA M OOMPACTION REQUIREMENT ) SEE TYPICAL PAVING SECTION GROUT-�' 40 CONCRETE EXTENSION RING O INSTALL AS REQUIRED TO CL c BRING FRAMEATO DECOVERANHOLE AND t M SIGN GRADE � v o MAX. 3 RINGS OR 120 MAX LANDSCAPE AREA PAVED AREA ECCENTRIC MANHOLE TOP Z 040 CO / (OR FLAT TOP) -- c x N -----BROOM FINISH 1'-00 WIQ TN Of SIDEIV�LK 6 ^ _ AS NOTED ON PLANS K e �°� n 'n�� w M --�� SEE PLAN STANDARD MANHOLE N 0 TOOLED EDGE EACH SIDE RISERS � _ i OPE TOP OF CURB . 1"-0` GRANULAR BACKFILL d. AS SHOWN - STANr kRD M.H. RUNGS L1Ll C M 2x C1t065 .,.� TOP OF SIDEWALK (SEE SPECIFICATIONS FOR • X SLOPE ---=-1� EVEN NTH PAVING _ COMPACTION REQUIREMENTS) ON PLANS 110 O.C. LOCATED .- p a� ONVHERTICAL SIDE OF � o o ` • . OLE, WITHIN 240 OF COVER AND _ Z --_RADIUS ED(X " FLOOR. 0 V) N 0 A TAPER CURB At SIDEWALK OR b4D OF CURB / 10-00 GRANULAR BACKFILL 4- 6 0 W • w � in PACTEv FILL 40 80 (SEE SPECIFICATIONS FOR r Q I cxtETF IMTH DIMENSION g �j COMPACTION REQUIREMENT`;;) ;� YA W L C 0 C4 CONTROL JOINT$ AT 5'-00 O.C. ON P' --- CIS DFS CONCRETE CURB aq 0000 Q;o v p0�000 1 . 00 AND EXPANSION JCANTS AT FINISH GRADE ,/` / SET IN EPDXY CEMENT > �`! ooQ a oOp000 �'o °oOUo° " 77 �. � N 3 �� cp 4D ZC'-0 O.C. OR AS b�a°po0flo oq�OaOoo� 10-00 GRANULAR BACKFILL - �� ASPHALT PAVING o. Otioo §JFD sHowly ON PLANS. °�° o 0o a oo (SEE SPECIFICATIONS FOR Cg,'RA1C E1.P AT U y��,•°o COMPACTION REQUIREMENTS) ) C O C o�0va v x,00 ° - OX L A TION Q > O c OQoov� ao a POURED CONCRETE BASE - 5 SACK MIX.t V O td■ CL ooQ0.�3. pOoOop°o4 SEE UTILITY PLAN FOR PIPE NOTES 3300 P.S.I. AT 28 DAYS 9oao�o0po pp oo°oG� SIZE AND TYPE (MAIN PIPE) SHED ROCK BASE 1. SPECIFICATIONS FOR CONCRETE AND MISC. MATERIALS USED IN CONSTRUCTION SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. SIDEWALK - K`2 EIDE® CURB STANDARD TRENCH STANDARD MANHOLE N.T.S. swA<,c N.T.S. N.T.S. N.T.S. r �7 MATCH ACCESS WIDTH La I 1'-0" —.0400 ALUMINUM SIGN PLATE / %0 NFiI',E BACKGROUhQJ O N. 1" HIGH BLUE LETTERS La > AND BORDER■ BAKED ENAMEL A/ oz 11:12 PARKING ONLY Lai O DMV OISAELFD SUBACT PFAIiI T ALLY �p �+ �ry WH r TOOLED " TOWING LWf.)E°.R rHANDICAP �7Y�J�/L �lI1L OOLED EDGE 6 w ORS e1l.ezo � MATH BLUE F.ACKGA.t�iJNL` 1/4` RADIUS ^ 1 RADIUS STA REOU PER TAPEk CURB 1111 x'° I „g Q PAVING SECTION MO ON 0 �0,�` I �/0 11 I I --I I I.-1 I I- � CUNCRETE FLUSH/SD5 —ASPHALT ----' MO k + vAMIZED STEEL POST 0 � IhI1I— ' ----- CL VAN ACCESSIBLE O W ro Oc TYP. — + slc>�v tY I o air TYP. 12" (_a V) / 30 WIDE PAINT STRIPE �..■ TYPICALOf ;,� •� _ LOSAIRM SYM J PAINTED PER � a �• ` O --ROCK ®ASE COURSE �" ORIRM LAW 1. ALL DISABLED STRIPING -- U AND SIGNAGE TO COMPLY I I Q 9"-- CAST IN PLACE CONCRETE f �.�� WITH S 447.235.ORDINANCE z CURB I I I x CL PAINT STRIPE 2. OISAMM SIGN TO BE I b MOUNTED TO SIDE FOR NOTE: CONCRETE SHALL BE 3000 l VAN ACCESS LOCATIONS PSI AT 28 DAYS. 6 SACK MAY BE CENTERED �___�.- _I _ 6'-0'0" STDG TYPICAL BLED FOR STANDARD DISA MIX, SLUMP: 1 1/20 TO 30 (TYPICAL) 8 ," 10" •� I I -0" AT VAN SPACES. it ACCESS LOCATIONS U VERTICAL CURB a HANDICAP STALLr7 HANDICAP SYMBOL HANDICAP SM N.T.S. N.T.S. /11 N.T.S. HSnO ►ISIw N.T.S. K �'DdE:S: 6 5i HULK PIPE INTO HUB DATE: HINGED TRAP �� r_ - -. BAR GRATIA 1-16-95 2'-40 x 2'--40 x 20 CAST 10_4» DRAWN BY- /'146A OR WELDED GRATE SQUARE 2 1/2" TYPE "C" AC OVERLAY MSH 1�2"0 HQI�ES EACH FACE CHECKED BY: BASE COU SE LEVEL. 2X KJk 60 CRUSHED AGGREGATE ON REVISION SAMAVINA N: WELDED 10 GA. COMPACTED SUBGRADE � EDITIONaOSI MAD STEEL, COATED ALL NG� � o • o• .-:• f ',: SURFACES WITH ASPHALTIC oATE: � i ` Z =oo PAID T. i z x TUB:I OUTLET S4,1jO.D. •-- 1/4` It STEEL ALL. WELDED TO MATCH NO HUB. > CONSTRUCTION. ASPHAI T CARAT WELDED STEEL = b EMULSION COATED INSIDE DROP-IN BAR GRATE ASTM A36 COMPACTED SUBGRADE' � a AND OUT. 2'-0` x 2'-00(OR 240 ROUND) ENO BARS: A 0 x 20 INVERT CROSS BARS: j�` x 2" ® MA0049"0 W_ • 2' O.C. r ELEVATION J BIKE STRAP: Nj0 x 1` Leto µPro IE OF PIPE SEE PIANS 1 -0» a M I. OPE MIO I.E. VARIES NOTE: - 1 9- SEE PLANS SLOPE VARIES SEE PLAN SHEET 1TMIN. 2'--0' (AVER ON ALL PIPE IN DRIVE AREAS. 2) LYNCH TYPE CATCH BASIN OR EQUALCATCH BASIN � FIELD INLET PAVING ��EC'T10N N.T.S. c-eAs>.+ N.T.S. N.T.S. SD2 OF %NMD SITE PERMIT 3 11— Joa NO. viquoia Pkwy, 15686 ,..■ 194434 BLIP 95-0250 "'�"r"'•' 6 of 10 194434 \aNAL\SD2.DIMG MSH 03/17/95 0&.SS 1:1.00 If this liolice :Ippears clearer 111,111 the docttntent, the doctltnent is of marginal �I�ill�tl f EfJ���l {t IEI�_���,,1JlJt t I�I�III�IIIJtII fI;IIIIlIIIII I ��iJlllf i(iJI ;!III Jill 11111 1 I (II111(Ill,i t IIIIIIIIIIIJi I IJIJIII1IJ�Itjl #0 ..� 4��1Jl1llili �ii�il�ii�lnul;�ii inilifii itmni�li .. I���� � tii��illtl�� lu�liiuliliil�iiili!1111111►�iiili��;��niliiiiliiiil„nlui;liiiil�inli;ul;niliuil;niliui;�!�il;i i�nlii�i ii�ilni�IHi�hr� 11i��i��i, �it�tr�� . : ,Il�nll ro i a M • P w , ._ -- �. _ GRAPHIC SCALE � ig _ L a ! n M L • e O O 1 20 mah EII }tZ a� N C X N If o Z , o v GENERAL NOTES w c to ,, i LLI i+ a +; r r - 14" SEQUOIA c� too p I I i ` r • I. SEE SHEET SD4 FOR GENERAL NOTES. N N` N cp a + r, W Y7 ,+ � 00+ it I 1Cad71 ' j J I w ° ° `o l ® !r I i 5 CcaN z 2 0o I a w N3 .� I 4 PL GRADING NOTES Y , vi .� i -� ® __. Il 1 r 4) , - of ! Q ; oast O t j + � 0 r I ,• ROUGH GRAFTING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS M U OIL d if INDICATED. WHERE GitADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO EE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE O= ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES II44 i ! y I J , BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID i f , , ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO AVOW FOR DEPTH OF MICRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED 0 I 1 ' l t ! DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, ! AND PRCVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS !r. OF SURFACING MATERIAL I0 FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY ( 'I + 1 II ' ! / I Z OTHER CRAFTS H,\5 BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH ILII HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. F'- W GRADIROUGH GRADE ATPAVED OR LANDSCAPED AREAS: *0.1 FT. OZ 1 FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. fI ((1 W 1 ' , ! I •""J 2 EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO LIr-U Z I 1 l 1 /r ' J / / / 0 I SIZES AND LEVELS SHOWN OR REWIRED. ALLOW FOR FORM CLEARANCE AND Z FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL CAVA DR MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; c W Q r �_ I .I r ,,, �, r,l>. r • "- r I 1 i J EXCAVATOR(S� SHALL NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS ` � W cL I I J I': J/j�..J� `� P�j�• / COURTYARD MARRIpTT l 1� ! + i 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO F•F • �87• / i % / / / -"-'U' CHAIN LINK FENCE Q I UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. � �O r m -'tr-- T_y� , POWER AUT ` 11 l fl / ' if rl !1/ ".,,,•,� 1 (n 1 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROGION CONTROL DEVICES O v 1 j / ( r r 4` VIRE FENCE r f MUST BE INSTALLED AND MAINTAINED MEETING THE O.E.O. REQUIREMENTS. ^ Z !a'_:�J % 1 '' ' , i f I LtJ r THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE. OF (� 1 F- WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL z + MOW 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE a V Q r CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT } �l + + ADJACENT PRIVATE PROPERTY, PUBLIC PP,OPERTY, AND THE RECEIVING 7j II f s r ® / 1 SYSTEM ARE NOT ADVERSELY IMPACTED. THE QTY MAY, AT ANY TIME, ORDER V MA L i , , I CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE I I DRAINAGE CONTROL W 1Q OV U LEGEND EXISTING CONTOUR UNI"QCRIN I E +' 1 ll /' / / /,i, PROPOSED CONTOUR ® !� ! 1 1 /i/ PROPOSED SPOT GRADE / `, % G TW _ TOP OF WALL R r / / /.. / m �•• BW _ BOTTOM OF WALL 4 ii 1 /i �� r J i 1 •� �d 1` EXPIRES: 6 30 95 / - J '' t , I, --- ; /; ,,� y� DATE: OF I % �' moo' // 1--16-95 41 / �+ �I --_ 1 % �=�J /4 DRAWN BY: „ P FH J r/' /i ��� / DHR NITO Na V Ll ;' ® CHECKED BY: ! °OWER LT ® 1 Oil>'?T WE ,/� /// //� KJK REVISION SV(lt4,( CON OL ,y/ ' / EDITION ,y /,P CLOSING,i / DATE: " -46 c;1 41 M4 pU111ta5 .Ya M� 1 a 30". cc UOIA •� 1 » SEQUOIA 28" SEQUOIA / /; ��,53 / �� Q% 36" SEQUOIA 20" �EQU OI A ;' ''•.�QQ�/ A. '/ SHEET GRADING PLAN �• ,/ / _20,--or--- -- S D 3 Sequoia Pkwy,15886 REVISED SITE PERMrT 347-95 JOB NO. OF DUP 95-0250 194434 T 0110 194434 \C1VIL\SD3.DVG 0141 02/09/95 IN42 b2am If IIli, nn G,e appr: , Av:ver Ih,ul the docunlenl, .he doculnenf is of 111u y,i11al (11111':11'. /� tlil ll�ill ISI w I ow A Gtii tl►t + ltu u+liJill ltlt +l1li1i ! Tltlll+Illi1� il1'+li1ilili + i,1,ui2�il�,� 'T C D L,Ilnii�uultet uulrnt�ltn mrr ,int nrhtn nn1n111ulhndullhnduubumm6lq mdnullmlmmmhununlnumnlumnninlnnnhm 7711111 unlnninnlnn niiml utdlm tinfim n)1 iu11in1 I r til ...�.,,.....�.. 1 1 fi 4 M & (n 18 FIR _� _ / _ GRAPHIC SCALE Imo_ I i E IND "~ - -- _ - - _ ., _ 1 •w.r...�..,�.. o w kn J ( 1� Rpt (� 0 Of 1 -► MH + •ox' IE 178.55 11 I' f �O Old N11L 0 . IM 74.213 % ` i bwh •• 20 1 I icq IN 171.70 6 ,- _. ti c xa. r "1 O IE: INS-171.65 �` E�) t~ �' RI14 181.80 1 j^ IE t/{�({•)� =t71. (15 :. / IE 79.30 =1` 1K34in O O X i r�' C�.t 1hSJ.r�� 1 I0 * 4AX 111.. t NOTESLJ FH 111 � �. gr I I I I IE=174 5 i I f , 14 S E Q U Q 1 I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF Tt1E CITY OF TIGARD. -'� � 6 - 0o, o 3 l {� I 1elq 1 TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION y � 'a 0 'I + r / Or THE UNIFC aM PLUMBING CODE AND UNIFORM BUILDING CODE, z h O _. f W o, 0) r 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: .t IE-174 0 Q t FIELD 'IN T / ' I ( ,r/' / !! FIRE LINES: DUCTILE IRON TITAN INT F W_ 0 N JOINT, CONFORMING TO AWWA C-151. CLASS 52 c 0- �i RIM= 85.20 I a./ TEST: 'TEST' AND STERILIZE %S REQUIRED BY TIGARD WATER DISTRICT AND I a �4 �� ] ` �.! , •t ! E= 2.70 f2EIM 8 .808 UNIFORM PLUMBING CODE. N 0 ca O 85. `moi I z 2 .o / 3. W SANITARY SEWER MATERIALS: �1 I r - -4, ./ 4 ` i a� - ►j INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE • o O a+, 1 C fHFR AREAS: PVC CONFORMING TO ASTM D-3034. -- O ' c i) z ' L7 4 tOC O .0 W 't ( 1 4. THE .A)RKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT V O eL ttL I r BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE ;'--'' ,l 1 � � � �� � �. � I SHAW EVERY OFFSET, "' i �` SPACE PROVIDED. THEY DO NOT SHOW' EVERY DIMENSION COMPONENT O r �� a; S a, + PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ' ( Ti ALL LOCA T,ONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTIN!s CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION, i EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION I + �1 ( t '"^� 1 ` �' ✓ ! SHALL BE VERIFIED AS TO CONDITION. SIZE AND LOCATION BY UNCOVERING, S ! PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH •. I + , �y : 1 ; co / / JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY I J I I J l ENGINEER IF THERE ARE ANY DISCREPANCIES. t / 5. PROVIDE CL.EANOUTS AS REQUIRED IN THE CURRENT UNIFORM P ~ W j ? { •, I� � � '�•,� FIELD INLET � I a;'.` / r` �,r � � CLIMBING CODE ` r I I RIM-186.50 I CHAPTER 4. SECTION 406 AND CHAPTER • / ER 11, SECTION 1107. I Q ^, IE=184.00 Ds I / / ! 1' ' I '1'18,92 6. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. O W 7. CONTRACTOR SHALL VERIFY AND C,INFIRM EXISTING CONDITIONS PR CJF' T V I 1 - j I O f 6 j` !r ( i COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES, Cf; Lj f / 1 � 1K DS � yX. 4. /Ii -�- •�• 1 � 8• EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES ' W Q ` ' •4 �'' �L_EO COURTYARD DY MARRIOTT { 1 • to ft MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. C. REQUIREMENTS. �""' O ; F.F. ,= $�,0 ! + 1 / THE CITY MAY. AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF ', f f WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. Ll.. ti - Ix 0 + , 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. 1 ' - T J 1 P C t� DS i'� Jf IDRAINAGE SHALL BE 0 01 `/ DS ! � � ,;� � � ( I CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO RO(`(ED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY. AND THE RECEIVING � DS ORNAMENT IN 0� ( r� 1 SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER owin f I 1 OIQ-186.AL LET = 1 NTA INC CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE � 0 ._.. r �II t3 ` E=185.40 I s •9 f DRAINAGE CONTROL �. O IE=180.06 �f� /r l 1 .40 i 1 j U r 10. EXISTING TOPOGRAPHIC INFORMATION IS FROM AASSOCIATES � �✓ D VID EVANS h f1 1f j !,q J L� ^E TOPOGRAPHIC SURVEY. �- r 1 ) ►y Q / S DS DS 11. PIPE OUTFALL INTO WATER' QUALITY POND SHALL BE 0.571; Ste' � . ! Ir � { / t I -., ED TO MATCH GROUND THICK RIPRAP r r i I j SLOPE. OUTFALL PRO fECTION SHALL CONSIST OF A ",0'x10`.%-#2* r 1 L f i J Ir / (S + CO a t ` f /' BLANKET (CLASS 50) ON A 6" BED OF 2"-0" CRUSHED AGGREGATE. 05 j J Z, RIM"182.70 L /!• % f ! IE •182.20 DS I SEE PLUMBING/MECHANICAL 0 ;i O �+ IE- 184.65 ,« � � '� ,� 12 UTILITIES SHOWN TERMINATE 5' FROM e:iiL.'�IN(i, , DS I 1 / ,f �, DRAWINGS FOR CONTINUATRYN WITH!N BUILDING. CONFIRM LOCATIONS PRIOR 0. f � TO CONSTRUCTION. ': r �; � k / � 13. ALL DOWNSPOUTS SHOWN THE r �. `' � DRAIN PIPBY6STORM LOINES WITH BUILDING MGARE INIMUMOpETED TO THE STORM FIELD INLET O / / 1 r✓ RIM=186.70 1; ! IE=184.70 / i1 //I ; �� ► tE=181.46 1, , ' ; ► { °� ; ," LEGEND I cp • x 4" / - ST - EXISTING STORM LINE / { ON" EXISTING WATER LINE O / POS / / . ' - yy 1.92 / I f f: �// S __� ___ EXISTING SANITARY SEWER 'FgRl KO W u • r 1 ! PROPOSED PERF. STORM PIPE 6 3C1 95 �t fi ,/ ��/�� // -.�� PROPOSED STORM UNE DATE: w- w 8 ?6 ` r/ -•-••• PROPOSED VIRE WATER ,- �� •'-". '' b (23 -FH % 60 .5X / / / it // / DOMESTIC WATER in f ' // / `- --" PROPOSED UTILITY EASEMENT DRAWN BY: (� •• r ( / •... SEWERDHR IE=184.07 /�� ''-%/i/ '� --- PROP0: 0 SANITARY 1 WER AULTS I +/ ! r I =1 4 �'� ♦' ,/ /�/ / PROPOSED a ELECTRICAL CONDUIT ChECKED BY: is 3 / ,/ / / KJK -�-� 1 ♦.� / / ///_ ji/ / s 2 G - - -- PROPOSED NATURAL GAS UNE SPRINKL' ' CONTROL E0 1 �,� // DSC RtVISION J ' 14" i F I R a, RIM=18 . _� ,�%' � ! �H PROPOSED D.D.C. Em not ^ IE-I ,. rr- /�/ �!,� PROPOSED FIRE HYDRANT D MN14 A ✓'f TE. /�.!, /,, . FDC PROPOSER FIRE DEPT. CONNECTION 4 \ / I _ v�, l 1 f�! R �- �� f ,// ® PROPOSED CATCH BASIN >� t " ' r,:�' .r'� // �� �r// 0 PROPOSED FIELD INLET / `' �• �' - , , CO o ,,r r' . / PROPOSED CLEANOUT O ° �-� / r/ / Z.i� ,� /.i Gtf� // ODS PROPOSED DOWNSPOUT 777�191 / 7 ' 1 SEQU CSI A 4.8 SEQUOIA �, ON or SCJ SEQUOIA • ' �� ,. .� SEQUOIA 20 .a E Q U OI /�, •' ,,,; �Q sHE1 T / zoo. // // unury PLAN 1 •■20.0 / / �% / / / SD4 OF %nMED SATE PERMIT' 3-11-95 NO. Sequoia Pkwy,15886 -• -�� ,�.�� - / � �� BLIP 95-0250 � 1 8oi10 194434 \C1VILASD4A.DVG MSH 03/17/95 0911 120,00 If this u01ice appears clearer 01+m the document, the document is of 1narl;inal r�l�lll� �l��l�l .I{�J�����)�l _�`I�I�I I IJtllllllllltll l�Illll�f�1!!,I�i� I�II�IJ1�I l I�IIIII �IIfI! ! IIIII�I�IIIII I I�I �1�1�1�1�! ! l�l�l�l+l�l��f ! �Jtll�l�l�a�l 24XI�11 21 8 1 ,��l�lil�l�! C D -��yy _ � 14 is 1 1111{I{tI1111C 11111{NIll tIi�ili Itilli l � l 1IIfIII11{IIIA{il �{{I{{I!�{{{{I{{lil{{{{i{ {{I{{{I {{ IIIIIHIIINII�llhll�lll�fllll{Ill�lilllllll�ll`III NIiIIIII�IIH IIIIIIIIIIf111�11111tiIIIfl11.Ittl�ItttlNfi fti l 1►1i i - 11111411tH f i I Lw .CONSTRUCTION NOTES: 1. AN ESTIMATED 12X OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING d CONSTRULTION ON WATER LINES. AND TO RECEIVE A CITY OF TIGARD WATER DEPARIMENT (COTW)) G 'm in STAMPED APPROVAL ON CONSTRUCTION PLANS. ix O w) ad 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLANS ON THE c) � 0) N CONSTRUCTION SITE AT ALL TIMES. U O Ot Z 06 CA 3. NOTIFY CITY OF' TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP 00 A i REOONS'TRUCTION MEETING. TELEPHONE (503) 639-1554. IM --% M 4. ALL 'WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. z }- 6 0 5. ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. Ix Ix a" V 6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON. CEMENT-LINED. PIPE WILL BE TYTON JOINT W c � M DUCTILE IRON, .ASS 52. W z to I • 7. 36` OF 3/40 MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS. AND RIGHTS-"OF-WAY. f: .6- c7 S. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36 OF FINISHED GRADE, OTHERWISE VALVE Z w in OPERATING NUT EXTENSIONS WILL BE REQUIRED. W • ,� 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SO. FT. OF BEARING SURFACE ARE REQUIRED o c c q* AT EACH TEE. CROSS. AND BEND LOCATION. W m aN 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8• MJ x 6` FLG. TEE OR 60 MJ x 6` FLG. TEE AS � REQUIRED 6` FLG. x MJ SATE VALV . 6' MJ x MJ H IN SPOsJ4.. AND A MODERN MU CENTURION Z !� FIRE HYDf�A T. A-442. 6 MJ. 5-}(� MVO. 3-PORT 2-2 ` NST HOSE CONNECTION. 1-4 W '` h NST PUMPER),, 1 ` PENTAGON OPERATIJN NUT L COLOR: YELLOW. Eit) Yl � � c 11. EACH FIRE HYDRANT WIA�. INSTAL1ED UPON! A PRE-FORMED CONCRETE BLOCK WITH1 CU03!C V O� CYARDS OF CRUSHED 1DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF THE DRAINROCK TO SEPARATE IE R0 FR OM EARTH COVER. U O CL IL ILI 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6` THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. YMERE CROSSINGS ARE NECESSARY, THEY MUST SE MADE AT APPROXIMATELY 90' WITH AT LEAST 18` OF SEPARATION BELOW THE WATER UNE. `..,. 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. Z STATIC PRESSURE : 100 psi. W 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECT1171N. � � M BACTERIOLOGICAL TESTS WILL BE TAKEN BY COTWD. J 15. WATER OWNER 0 PRO DE PRESSURE RS WILL BE EGULATORS FOR FOR1 36'INDIVIDUAL AND4- METERS EST AND PAYMENT BY OTHERS (OWNER). � 4) z < Mo CL 16. EVERY METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE C) W INSTALLED AND TESTED BY OWNER. 1)j` AND 4` SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK Q LLJ VALVE ASSEMBLY BEHIND THE METER. D 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWD 4- w OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED IOX FOR COTWD INSPECTIONS, WATER LOSS. W OVERHEAD. ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW. INCLUDING AS-BUILT' 2' BRASS AMERICAN MADE, AWWA APPROVED DRAWINGS. UPDATING THE MASTER MAP. INTERSECTION MAPS. ETC. GATE VALVE . Win 2 BRASS PLUG (NANO w i 1GHT ) PAVEMENT Q �- _ 0 �..,- T ICY- MiN. HYDRANTS TO SE MODERN MUELLER CENTURION A-442 6;MJ 5 V4pWO C'I IAFFIC • • • "i :tAFFIC BOX , . •� _ ��l-- ~ �i 3 PORT - TWC} 2 I/2` VST HOSE CONNECTION AND ONE 4 I/2` NST PUMPER. " iN FRONT :a.itt :P�•' �---- 't,;AX � ' c Jill EER' E` T� � LJ 11/2" PENTAGON OPERATING NUT , OPEN LEr , COLOR 2 YELLOW. 4F CURB Itt Illi Illi �� LL►.:e..•. ,_ �, MIN. 0 T '� J •'�. 600 LF 8` DI at $24AF ' 14,400.00 (1) Remove Blowoff Assembly at =250/ea. 250.00 �v CURB,r BD I OF •• P (2) - Fire Hydrant Assemblies at 51800/sa. 3600.00 r CURB,AND/OR SAND BED TO � � - _ I t'% � BEHIND SACK OF TOP OF COPPE4R TOTAL- $18,250.00 SIDEWALK d 2-O■ 2` COPPER9U"FiL-� ) ••.�_ !�! • -- -�e►.,• i MI(1t ♦ 611,x j r „ NG 1 rrT•�'� I .. f cow PIPE RADDIRETAIN o�i'� _L ENGINEERS � ESTUATE i K-HARE) GLAN -- Jy PLUG/CAP t -- - Contractor's Bid (Estimated) $14.965.00 0 , BLOCK TWO (12% Admin.. Overfisad, Engineering) CAST IRON VALVE CUA..-DE S� ��1:A�1ON Engineering ( X) 109&00 �'L K0� 3"0R 1�. BOX A55EINI8LY - � �. .�.�~ r�OP VIEW TOTAL• X18,250.00E)6IRES: 6 ��LIESS MIM. IOC �...`_' EX BEII WD BACK OF CURB AND/ DATE: -....,_ jPAVeHENT- Ips OR BACK SCIEVA" TOTAL 1-30--95 `•�' PAVEMENT _kWins X18.250.00 DRA%N r3Y. w "`Rd4l% - ~ � ' 4` METER AT S21,125/EA 21125.00 �`"� �"� 1 - 1 ` Meter at 4 940 ea. MSN ETR DRAIN ROCK x3+� OF ; TJ x Z"IPT PLUG I - Sprinkler Connection Fee at $1250/ea. 1250.00ATE- CHECKED BY- WrTH TAR PAPER dR M J x 2 1PT =4s 575.00KFC � $ACKFiLt MJ GV 3l4p BRASSlt..A.iV • �• PLUG/tom TOTAL: , REVISION A� AWWA GATE EDITION p4Ltl1E'. WiTH 2 BRAS.'� PWG 4 !s1 ltl ( NIWD 'TIGHT) MA� �.. LW DCLOSING � �' � .• I 1 ,,..-2 �itlPT 'i ADAPTER Ifs" TJ DI Pipe, Class 52 ............................................... 600 LF. 1N/2 COpP 8` MJ x 4` IRT Too ....................................................... 1 EA. • -PIPE* AND 90'0 8• MJ x 1%" IPT Too M = f• - ;� ELL Flro Hydrant Assembly . .............................. .................. 2 EEA.Mill $ lu 1 a \22' COPPER 1, 8' MJ Gats Volvo ........................................................... 2 EA. .r te 9O. El..l = 4" MJ Gate Volvo ........................................................... 1 EA. "�'' SA�'S� 8Eb TO -2'CI.JPPER 8` 45' MJ Bend ........................................................... 4 EA. G'M�J x MJ a.9t16TH MAIN WITH MJ x 6`FW TEE ' a- PPC R Pli"E K-HARD .�.,� % HO'D (SEE MAN FOR MAIN SIZE) THRUST 0 +.••. AU waw�aio�eo SACK >As ex 8"xi' CONCRE I E BLOCK � goEA o END 0F ION I L/2 YDS OF i me- 3/4' DRAIN ROCK NOTE , CAN BE Pt I IFIABED WITH GALM. PPE IIi� PORRARY B.O. sl�oET SD5 FW MSEWX..Y MAL z o _ .�L WOFF A Y CX:TAlL � Z N.T.S. 2 N.T.S. 'OF JOB NO. Sequoia Pkwy, 15686 REVISED SUE PERMIT 3-17-9 .t BUP 95-0250 � 9 of 1 q 11• this notice appears clearer thou the document, the document is of marginal INC�l'I 1�AD -14�� �3 . f' I'1�1�1�1��1�! ! ill�l�lf Ijl�l I i�l�l�l'l�1�1 ! i�l�lll'lsl�i�l 1. i�1�1�l����� i�I�1M!`I�I�I illli!IfIIIIIIIIIt! !IIiI!ttlllt!ii11f1 f lflt�Ifi f iltI till I!I IIIII!II!I!IIII!IIIIIIIIIIIIINII!II+!II!IIIIIII!II+IIIIIIIIII+IINI!II!IIIIIIIIIII►IIIIIiIII+IIfi!II++!i!!+!I++nlllnlllill!+!! ;iillliilNlNI1fN 1111IIf1!!tl!ii!Hi► t Iflllltll 0 t 't '' MAPLE ," 1�i" FiR' ; ROSION CO NOTES' 1. Construction ak.tivity to consist of new building construction, TEMPQRARY SEDIMENT F��l lad 1 paving, and utility work (storm drain,son(tary sewer. water, gas, r electrical, telephone). r L � � f ► ! � r �j f, � TO REDU : . CE THE TRANSPORT 2. Total Site Area279 ac ART OF SEDIMENT FROM A CONSTRUCTION SITE BY C) Dl ----�� PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF Disturbed to area: 2.20 ac VELOCITIES. c ST CTI Y ti J, / / if ; / 3. All trucks transporting saturated soils from the site M co J CONDITIONS WHLRE PRACTICE_AFTLIES: d 5i ! % 0 AIL � f FILT�tc RI � t J ' / shall be wr►ii sealed so that water seeping from the loll cannot � � � � I ! SEE DE IL ; drain from the vehicle. If truck is not sealed. the loaded truck IsO (D 00 required to remain In place until the water dripping from the � DOWN SLOPE O- DISTURBED AREAS WERE RUNOFF MAY OCCUR AS SHEET Z C4 en x ,f••. � j i ' . >' ' " ��� t Is 7' 14" S saturated soil has been reduced to less than one gallon per hour RUNOFF. C o i 1 7' • / 1 r f before leaving the site. m M AT THE TOE OF ..OIL STOCK PILES. �-- 4. Effective erosion control (s required. Erosion contra devices •— • f 1 ; - j AT INTERVALS AS INDICATED ON SHEET SD6 ALONG THE CONTOURS OF a i 1 must be Installed and maintained meeting the D.E.Q. requirements. LARGE DISTURBED AREAS. a • �' Awl ® 1 r f r,' The may, at any time, order corrective action and stoppage or c o is to accomplish effective erosion control. AT GRADE BREAKS EXCEEDING 20x. W o O • S. Effective drainage control Is required. Drainage shall be '— ►� ��' ' / /` controlled within the w�wk site and shall be so routed that FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. N N I ( adjacent private propert;. Public property. and the receiving e)etem SEDIMENT FENCES SHALL NOT B z " ^ vii f E INSTALLED ACRCSS STREAMS. W V4.- (D I - A'--'LE i i J 1 ore not advwrs�ely impacted. The City may, at any time, order cc�r��etive y I , ,� 1 f action and stoppage of work to accomplish effective erosion control.FABR DESIGN CRIT Ft[A/ oEC[FIGATICN5` LAJv e 1 ' SEE t • J , r' l DETA SEE DETAIL 3/ 05. m SORM DRAIN INET PROTECTION .-. a j f P .. SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH La V1 3 • TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO • c •• PERMANENT STABILIZATION OF DISTURBED AREAS. CHAIN ,NK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE � � 0 � c f r J ATTACHED TO A FENCE OF 8 BY 6 INCH REINFORCING WIRE. SELECTION IS Q at 't o THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER U O d Or. GODITIONS WHERE PRACTICE A_PPL_iES. FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZER TO j ,�,7 f s ! 1 1 P� � - ~ � r `l ! ; � � 'J WHERE STORM DRAIN INLETS ARE OPERATIONAL PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION ARO MARRY TT l f E TIONAL BEFORE PERMANENT STABILIZATION LIFE AT A TEMPERATURE RANGE OF 0"F TO 120•F. I / f OF THE DISTURBED DRAINAGE AREA. F.F. � 87.0 Pow:F, va t 1 1 1 t r f ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION K ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER S � � � f � ,` 1� EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. 1 SEDIMENT Rf TENTiON. i I r 3 1 1 j i� 1 FABRIC FENCE AT NO TIME SHALL MOIxE THAN A ONE--FOOT DEPTH OF SEDIMENT BE t 1 , 1 SEE T� ! I 1Q;I QESi9d CRITI j6,/SPECIFICATI= . ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD SEE DETAIL 1 SU BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES r q 4 M A E •j •j / / 6 FOR STORM ORA/l� INLET PROTECTION. REPAIRED AND REESTABLIS''ED AS NEEDED. J BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS }� AND PREVENT BYPASSING OF THE INLETS. BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR I;`1TIL �..... z f l f f GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSIJN AND t 1 'i j f J / J , AT NO TIME SH"k.! L MORE THAN A ONE FOOT DEPTH OF SEDIiMENi 9E ALLOWED TO UNTIL OWNER ACCEPTS WORK. 0z ACCUMULATE AGAINST STORM DRAIN INL CT PROTECTION MEASURES. SEDIMENT MUST --. ` ID r BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN r'1 �„ j ; , 1 PROTECT INLET FROM THEIR SEDIMENT TRAPPING AND FILTERING CAPABiUTY. CL 15 APL. � r f I SEDIMENT (TPP S>AAtiOEL CONSTRUCTION EN�� _F S (� 0 z �' SEE DETAIL 1 j I y 1 r 1 1 • r f r t TALE SEDIMO BARRIER TO Qj; � �CTHE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS � BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZEDLLJ f i t' 1, •� r t ' f �' l ; TO REDUCE Th E IRAN PAD OF GRA T STTE,,-. SPORT OF SEDI►4ENT FROM A CONSTRUCTION SITE BY VELA ENTRANCES/EXITS TO CONSTRUCTION S. I t. . jr r PROVIDING A T,=_MPORARY PHYSICAL. BARRIER TO SEDIMENT AND REDUCING RUNOtT VELOCITIES„ (QjhONS WHERE PRACTICE APPLIES• O z POST CONDITION$ WHERE PRACT AT ANY CONSTRUCTION SITE WHERE TRAFFIC •� O 1 APPL!�. WILL BE LEAVING THE SITE AND n- f MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS. OR OTHER w Q U MAY BE SUBSTITUTED FOR TEMPORARYM SEDI ENT FENCE FOR INSTALLATIONS APPROVED ACCESS POINTS. � O l OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX 1 , M '>Fj f ; �'' RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. DESIGN CRITERIA/SPECIFICATION'S: ,�*�” q AT TOE OF' SOILS STOCK PILES. SEE DETAIL 2/SD6. V" 431 T11 A j 0 '� 1 �� IN EXISTING UNDISTURBED DPAINAGE DITCHES/SWALES USED TO CONVEY MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. V) . 4 'k / ,o`zy~ DRAINAGE THROUGH DISTURBER) AREAS OF CONSTRUCTION SITE (AS ALLOWED � s.L� Q �� ,/ / 4y 1 BY THE JURISDICTION). THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN �- M A� 11_E_ � � �\ r l v „' � � ��r �1 � �- m it,, -_- LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND 0 V IP 1 1 �i DESIGN CRIT IA/SPECIFICATION_,;;; EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS W APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION -� -'' ,� SEE SHEET SD6, FOR LOCATI +N OF STRAW BALE SEDIMENT BARRIERS SITES.) r ' o -�r� •� ,�� ALONG SLOPES AND CATCH BASINS. �'-�- _ �� ti�z w .� 1 ADDITIONAL GRAVEL MAY HAVE TO BE ADDER) PERIODICALLY T ' ! , PROPER FUNCTION OF THE PAD. O MAINTAIN V Za .� ��, S c Ul I a �' �; �r�Q STRAW BALLS SHALL BE STANDARD 40 TO 60 POUND RECTANWLAR BALES OF �. 1 � 'SEQUOIA -- Q ,0 � � � � O` CEREAL GRAIN OR SEED STRAW. 3C} $r_CUOIA. 20 UOtF1 .01 ,36"' IF THE GRAVEL PAD DOES NOT AO'�:QUATELY, REMOVE DIRT AND MUD FROM `36 Si QU OI A M Q / / X41 V` STAKES SHALL BE WOOD L RIVEN THROUGH BALES AND !NTO GROUND TO VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACK;NG IS EVIDENT OFF SITE. r 40 �� ,�� A MINIMUM DEPTH OF 12 INCHES. ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE Cy �< HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER ' ,'z CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL /y�� STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD E I�.JIr C� N DRAIN THROUGH ASILT-TRAPPING STRUCTURE PRIOR TO LEAPING THE ��1 Art 10-30.6w STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH CONSTRUCTION SITE ► IS,404�♦ AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION, CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC LEGEND AT NO TIME SHALL MORE THAN AONE-FOOT DEPTH OF SEDIMENT BE STREETS CLEAN AT NO ADDITIONAL COST TO OWNER, ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIiWENT BARRIERS. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE USE SU� BjRCTION OF AREINFORCEMENT S NGLE RAMI Y/DUPLEX RESIDENCEON PS FOR ALL �qR KQROG� EROSION CONTROL FENCE NEW LINE OF BARRIERS INSTALLED UPHILL OF' SEDIMENT-LADEN BARRIERS. BUT (pt,ST EXISTING LOTS OF RECORD. 630 9 GKl�IRC SC,�j,E � STRAW BALE OR FILTER FABRIC INLET PROTECTION BARRIERS SHALL REMAIN IN PUCE AND BE MAINTAINED BY CONTRACTOR UNTIL EXPIRES 5 GROUND COYER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND DATE: !" ~ '• '° w° UNTIL OWNER ACCEPTS WORK. 1_16,-95 DRAWN BY: MT ) DNR 1 tna6 ' so • 2" X 2" WOOD POST AT 4' O.C. STANDARD OR BETTER OR EQUAL ALTERNATIVE: CHECKED BY: STEEL FENCE POST. K JK FlglT ! FABRIC FENCE _ PLACE POSTS AT 6 -0" 0/C MAX. REVISION WIDE ROLLS is EDIT" CLOSING i7LTER FABRIC OVER C.B. - DATE: GRAVEL FILTER � S01 11 N 1 4 . 1 So MIN. 4 4 4 a MACKD E Ewa.4mnm w- 1"4. ALL lawn PEOW 0 _ ;rTmormArMA13M& AW Pre n or ANY 2" TO 4" ,p -`WEEP HOLES IN C.B. QUARRY SPALLS SHIFT NATIVE BACKFILL-- � SUBGRADE REINFORCEMENT / �<''� PROVIDE FULL WIDTH 4 MiN. GEOTEXT114 AS REQUIRED OF INGRESS GRESS AREA REA euRY BOTTOM of FlLT,,R MVTIAL 8" MIN- DEPTH IN 4 X 6 TRENCH. V _ SD6 oRM INLET SEDIMENTPROTECTION110N ENTRY N.T.S. - N.T.S. r7mvry r3"*N\ECONTROL F EIV%:E SITE OF Sequoia Pkwy, 15686 N.T.S. - %IWED PE3.-17-95 JOB NO. BIJP 95.0250 �---�--�-�-- 194434 10 of 10 194434 \CIVIL\SD6.DVG MIN 03/17/95 0945 1130.00 �I If Ibis police 711111e:ll-s clearer 01;111 the docunienl, the docuttteul is of marginal ��ijiji � ijijiii i��j�1►I►I�! t' �I���1}�;����i i il�jijt��lili�i t�tjijilijij� i ijtj►jN�lji�� i ijijiji �ijij� ► ijtjij►�i!i�i � ilii+li�►i��i t i�i�j�i�i�►1�1� � ►�r1�������� �:����li�i�il+ 24X IIMCN! MARS!a CNNCD �- ��� -—^�— � t�liliinil►Iljil!IIiIiijitillilfllllitlTlff � ( Iifll NIIIIIII IIIIIIiIIIIiIIIIiiIIi(IIjIII�iiill+illlillllllllllillljllillllll�lllllf In II nrlhnl Illihltiltiilltiti t►tt�1111 tithttt I 'i - illlinll