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11515 SW HALL BLVD r q A 4 fi?y. 'ss �IY 1: I 0i B .. • •• • • I • . • •�• • • 14 4 Y • . R• • • • • LANDSCAPE AREA I C---7] I rj D11-CH �/^-��,�, 3p NEW TOPSOIL LANDSCAPE AREA- ��- NEW TOPSOIL- r STS /- ��1' .`. :•• :•. :6. :•: �r SARAN S'-0" U.N.O. .:• •.� : : :.• EXPIRES: 12/31/02 -SLOPE 2% (MAX —1 i1-� i1� �I-7 --• REVISIONS i l- jfT_.��d'� � 6 `�� ' �• d� � o -T�I � �j�j�llr a_J I 0,-10-01 --- //MAX ,� n t;+ __j MIN 1p ~ 4" OF COMPACTED OII i CRUSHED ROCK RASE \ �.., _8E _DITCH COMPACTED SUBGP\DF: I STSG 2;3.85 6" ---- - I STS GROUND ELEVATION I`_ -- -_ Q - 1 v SEE GRADING PLAN� �LANDSCAPE ARE a IE 219.5 v r� •': NEW TOPSOIL 0 fid• SLOPE 2% (MAX) ITOOLED �.� V .:, a' �c .7 a '� .• n v8 v8 --- WALL PER - ----_--� EDGE �` _ '� 7-0" MIN. ZONE : °► �° STRUCTURAL. OF DRAIN ROCK `'g v PLANS -I I T- 2_''p.• -� 2' qY ad 1 i- i�- Lll-; - I 8., �- a _ Lll �ll _11-�_'1—I 'baa ° -- SECTION A-- A SECTIt���1 B—B LEWIS & - � I :IT .ice ° da ° ••' o �: a$y8 REIh.FOR:E`+fE'I�t f'FR '' y/ / �Y ` '• FILTER STRUCTURAL PL.:NS io rAESFiIG 4" OF COMPACTED ` • / CONCRETE SLAB PER NOTE=S: CRUSHED ROCK BASE !� � ,i STRUCTURAL PLArtS f COMPACTED SUDGRADE / \ 6" \ / DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 ' c. Tom'.-----•-• 7b s ASPHALTIC PAVING AND BASE RACK 8" OF 3%4" COMPACTED BASt MATERIAL SEE SITE PLAN FOR DEPTH VAN V L E ET 4" DIA, PERFORATED DRAIN °'� PRECAST = MINIMUM WALL THICKNESS TO BE 5" REINFORCEMENT TO BE RESAR MEETING ASTM A615 GRADE 60 OR WELDED LINE. EXIT INTO STORM ° �- WIRE MEETING ASTM x497 DRAIN SYSTEM - DO NOT o;`;, NOTES: 1. SLOPE ALL WAI.KS 2% (MAX) AWAY FRO10, BUILDING(S) U.N.O. WALKS APART FROM BUILDINGS SLOPE TO ONE SIDE. C O N S U L TI N G GONNECr TO ROOF DRAINS, � ,' +�: ) ENGINEER S 2. PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'--0" ON CENTER, r\I O_rF. ^I 0 T T' l I`�_ = 1 i- _. . � - �-•FoorING PER I V I NOT I I �J STRUCTURAL. PLANS 3. PROVIDE EXPANSION JOINTS AT 30'-0" ON CENTER AND AT WALK NTERSECTIONS. 18660 sw bo)nes ferry road tualatin, a.egon 57062 (503)-885-8605 phone 1 FOUNDATION DRAIN M1 ATl.. 3 5 L-K D "T'AIL W�►T R r.�U�LTT�' SI�t�L� OUTL�_T (50.x) 885-1206 fax Ga-I I/2 = I'-0 C4-3 I = I-m1 � C-SWOUT N.T.S. i 2" THICK, 30000 F -..I. GRAY !I'�)N, HEAVY DUTY CAST ?ON GRATE. RIM LEVATION SEE 'LAN 0 0 0, e s doD a d- 0 rho — - , IPE INVERT �a R +°o° g�°a o.a �/ `n ( SEE PLAN RADIUS 25' MIN. cc, CLEAN PIT RUN OR 8" MIN. y% \'\ - \� OLE TRAP PT IT; ,4" 2"-MINUS GR4VEL DEPTH -� -- _j FLAT BC R."RE EDGE SUE3GRADE REINFC:F2G[<MENT PROVIDE FUD WIDTH OF 24" CaF:OTFJ(TILE, AS REOIiTRED INGRESS/EGRESS AREA NOTES: -'f RIM EL.Ev -`CO, A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL --- ---- SEE P.-IN WITH ALL JOINTS WELDED. CATCH EASIN CAN BE ROUND OR SQUARE. ANGLE BOTH ENDS OF FILTER FABRZIC /��� /� B- CALK PIPE TO CALKING HUB. I GRAVEL GL CONS ! rG�, CTION ENTRANCE C- SETT CATCH BASIN ON 6" THICK COMPACTED CRUSHED FENCE TO ASSURE SOIL_ IS TTtAPPEO _ /2' V V ROCK OR SAND BASE. ERO-F NTR I/2 _ I-Q7 D- BACKFILL AROUND CATCH 13ASIN WITH COMPACTED CRUSHED ROCK. E- DRILL (3) 1" DIA. HOLES IN TOP OF BASIN EACH SIDE. - -- r QI1�E INVE=RT SEE f'L4h 1 �{ \OIL TRAP WITW a" / \ CATCH BASIN DETAIL \CLEANOUT P�, G I1�T'ERLOCKEED 2" x2" POSTS A CIV•-Gt3 1/2 = 1_p' AND ATTACH J._ _._ 17---_,r AREA DRi10 G4 `N ---�----- ---- - --- - CAN BE ROUND TOP VIED 4 �rCA SOJARE. I I!� MANHOLE FRAME AND COVER FILTER FABRIC MATERIAL u1 �� 'q LU /36" WIDE ROLLS GROUT / AT FINISH GRADE _ Y, (SEE PLAN Z 4" ENSIO;T CONCRETE I�t� /,mt�+�.N DETAIL ' ) /EXTENSION RINGS. I X (3� RINGS MAXIMUM OR << ' �.v ~w°UfRt3 INLET CATCH BASIN o 12 EXTENSION MAXIMUM i R ?,r ECCENTF IG MANHOLE TOP i # t f { NTS NTS I TSTANDARD _r+ 1g NOTES!�. �. /� fv./. !�/.� ��✓✓ /� 1 PRECAST MANHOLE SECCo4Sg. M.H. STEPS I oTO • fl - -"i i - - -- - - �'- 2 SHALL OURED AE 28 CE CONCRETE STRENGTH U ly "gni-/ ,Q f 1 i MAiQA1UM SPADING ' ' �l - OF 3,G'00 P.S.I. ANL'' 2" TO 4" S1_IiMP. f /- v ��--- --� 3. ALL JOINTS TO BE RAM-IJEK JOINT r" 7.0�-- C �._ FRONT 1 VIEW �J I A FLOW � MATERIAL OR BETTER. __� r u,J 0- --_ /� L 4. PIPE HOLE LOCATIONS AND SIZES AS "tel / A -�_--- ��- PER FLANS. 8"' E11N. BETWEEN HOLES, G Z 2" BT 2" FIR OR PINE POSTS, � - -- --- � O STANDARD OR BETTER OR l ILI EGUAL Ai.TERN aTE: 511ShL b ' r PENCE IcCSTS 5J" PRECAST riLu N i� F;_A - --- -�-- MANHOLE ScCT10NS ( IF=g ' �� I U STSTCALI l.C)JI"•S HI F3E - - _- - --USE STITCHED LOOPS TONGUE AND GROOVE JOINT ) \\� INST+i.L.LEl7 ON UPIIILI .1 UA OVER 2" X 2" POSTS �J + STz* OF SLOPE - STEPS 8" DEEP x 12 WIDE _ 3 4 DIA. GALVANIZED IRON ., F7LTBR FABRIC - _._.__.__-_-- .� \\ FLOW `•t MATERIAL.- I �I _ I WITH 2" DROP. LMBEDDE'D �++- . ri (,`� EKY QOM •r 6 5" 1 2" 3" AT t2" Q.C. TYPICAL LA ``�\ DITCH CIO TTOM FILIVIR MAiPRL4L \y♦ °� ` \ POIiREO CONCRETE BASE IN 8' 19y ks' T1�H /♦�� I � '� (5) SACK A11 X KE�I�:IEa_1�i1.�DEIAIL� �.� +... i __._._...-._.___-_�_.-�_.__._. /; ♦ "tt"•--•v : ''l 2500 psi AT 28 DAPS I GC�'MP+LGT .4" sM EAS OFI N �, --T.�:_.. (1� t I/2" DIAMETER STANDARD PIPE SHOP PI7IME WITH ZINC DATE: 1®-18•'m2� { FILTER PAM(-, !Re4CHJ , '— ♦ ( OXIDE F'RVMER. PAINT AFTER INSTALLATION MtH OIL BASED �� /•}^ �. 1 SECTION Q—A e a n v o v Ov t f� 5" COMPACTED ENAMEL, COLOR PER OWNER SILDE V IEG.I / �2 STANDAP!D 4" CONCRETE.. SIDEWALK. PROJECT NO: 98122 �•...-e( � _ ��C, ©U Cj0 'O �o�- GRAVEL E3ASE hft•. •� C 3, 4" - 0" AT 90% ��— _-- --" �'- [DITCH INALET 4 `� `� �� Q C3 COMPACTED ,� 6" x 6" x 1/4" STEEL BASE PLATE' WELDED TO PIPE ENDS. 131iFgT NO NTS `4) SET PIPE ENDS IN 12" x 12" x 12" DEEP CONCRETE FOOTING. P ('�'��C��+I ',NT�►TION NC�� r87)"%\ ' k3>a�2M&IR p---- �..�._ ;. )1' � C��E;NI�:TER MANHOLE � �� �IKE RACK �q SF'�,IC�S ; C 4 ru EW"-M 3 --0 IO4_q• ...•�•rnw. _ I c v I` SIT2002-00(011 1 of S •... Qom, .-�^•- .. -:,,,. ,.._ ,. '.:...,., .. ..: ;; „. 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Ff� _j R 1") E ' M E TZ G F REVISIONS 40„ - _yl I / FIR FIR -- OWER POLE � 40 I FIR - \� t� CITY OF TIGARD --- - - Approved 1 "NYM'I APProved.................... I ) - - _ j 1 �NO work a PC s��rlbgd jn.'........ d/ S11114r la�jn: 1`0110*.................. I I EXISTING Artacn DRIVEWAY tJoA d eu: ....Oat ..... ' 6r• I ! r / �XISTING 4O" '! STRUCTURE ( LEWIS & a DECiDUL7L'S,, � r .,/" O�' TIGaaO Approved...... ........ . . L_, a- Conditionally Approvbo ( ) For mly the w0�'3desr d In. PAU Lott r to:Fw ,ow. . ( ): i LANDSCAPE O � .► ,�,�' 1� v�!'t3 ► VAN V L E ET AREA By j Deter_. G z CONSULTING ENCiINEE17S N BIKE RACK FOR .. 9 BIKE SPACES 18660 sw boones ferny road �. SEE DETAIL 5+ tualatin, ore on 97062 a } v _ 5.0' X 15.0' SIGN EASEMENT 1 ® (503) 885-8605 pnone 15_00_ 1 (503) 8x35-1206 fox I C2`�.r� �_ SANITARY MANHu`E ' RIM EL 229.25 20.0' X 15.0' SHARED WATER VAULT EASEMENT_____r 5-=00_ i Ct SIDEWALK EASEMENT FOR HALL OFFICE PARK M 0.50' X 10.00' AND TEMPLE/ASHRAM .�I ui C14 287. 287. 79' I V `n 4 % . - -- - ---- ---------------- ------ -- ---- ----------- - -----------1---- ------- - - --- ---_------ - U mw: 0 - - , � �.�.�..��-i`-��-tea.-'.--`./``�•�' - - -- � - � I W PROPOSED h P - - -- Q 0 ,_.�.. -.- �,,� rn _TE 9 L.E_ 1 1 II � ry"I z UPPER LE 'C FF 230.0 1 F.?(ISTITvG G DRIVE�IAY I _ Y ►--. N z VE I I -- --'-�- I 0 LOWER LEVEL FF 217.0 �0 • ,! - - - --- --- - - - -- -__ - - - -- I r U (q �! �'`�''."' ` _ t _ FLOW SA'y Mhi "�. ., W 0--m �. I ------------ -------+------------ - - -------- - - ----------- - _ RIM 226.0 1 ------ D,.C•7 1 �t♦ ! I � --------- ��--� IE 22?..6 < � � 11i 47'V ^ \�i-••`-'��""v- 1•►1 I f___-__- -.. _ -- ❑ - --- _ n.�+n. ' - _ _ LLQ CATCH BASIN +�, ���- 0 RIM EL 221.98 - 1. EXISTING ENTRANCE � � z INTO KINDER-CARE e T cri Q_ r O N ! /�♦ , , 0 - - SUMMARY � - �REMOVE EX?STING 2{�! _ _ - ( MOUNTED LIGHT ( ---- •- - SITE D.4 ra Q+ \ �- I W DESCRIPTION: T'Ai( SOTS 1400, WO AND 3500 '� PROJECT 8 I � �1. ADDRESS: 115'5 S.W. HALL 5OULEVARL:) TZGARD, CREGON' �� I_OCATIO I U STT'E SIZE: 2.25 ACRES Mr4P S 35 DA a a EXISTING , __ _. _ LANDSCAPE STRUCTURE ! 1 -� Q PAR TEMPLE SITE 2 (2 HANDICAPPED) ~ 5� a 5" PFAFFLE ST 1 AREA FF 219f 1�C) SHARED Ps:RKING = 96 (4 HANDICAPPED, 23 COMPACT) ICTAL PARKING - �8�HANDI.APPED, 2 c.OMPAGT�- `� X) TIGA u ' I ` C ZVING AREAS (GUEST ROOMS AND RFSIDENTS ROOMS): -� PLAZA � CATCH BASIN (FIRST FLUOR = I,54a SF) I- - 20+ RIM E1_ 27.0.85 EXISTING STRUCTURE = 516 SF - - PROPOSED ASHRAN, = 2,940 SF •C 3 (SECOND FLOOR = 1,3 F) a y _ 96 5 I-" _ TOTAL AREA DEDICATED FOR LIVING FACILITIES = 3,456 SF 2 ae1�y� \ Q[ PROPOSED ASHRAM NEW IMPERVIOUS AREA: FF 219f MATCH EXIST) 'J89.1 { PAVING AREA = 6,985 SF } r .. ( \ .... - - ROOF AREAS W � STORM MANHOLE EXISTING HOUSE = 1,410 SF ,-- ---------- ------------------ ---------- --`---------- ►^j RIM EL 219.50 PRO+'OSED ASHRAM = 1,5@P. SF1- �, , -------------- --- __ __ __ PROPOSEIJ TEMPLE _ x+,635 SF `- -_- ------ - _-- ---i-J--- Qt1At�TT ----- ----'------- --------' TOTAL = 14,55@ SF w IIB- it SFS3 _ y LANDSCAPED AREA c 52 a ° la5 SF VICIN T MAP I y i b -- w S88'53'1 2"EKSY-._._ _ _ Q j� �C 1�O 1 GS• w t r SITE PLAN CJ EXISTING ENTRANCE HAS BEEN RECENTL-r WIDENED TO 40' Bl' ADJACENT OWNER ass , rJ OF HALL PARK OFFICE BUILDING. =20 .. STATEMENT OF AREA, ?@ a 2@ 4(d `) INSTALL �0 WATT, HIGH PRESSURE SODIUM ACORN LUMINAIRE LZ TS, POLE r!E:uHT TO BE 10'. EACH POLE TO HAVE NUMBER O� LIGHTS SHOWN WITH SYMBOL DATE' sT-IB-2 P. '>� �. TAX LOT 1400, 1500T $ 3500, MA!j 1:►1 35 DA 3 f;t-)URS OF OPERATION SHAT-L BE LIMITED TO PROHIBIT WORSHIP SERVICES FRC' AREA OF THE PROPERTY 2.25 ACRES = 98,010.0 SFT, BEING HELD BEFORE 6:190 PM, MONDAYS THRU FRIDAYS WITH THE EXCEPTION PROJECT NC '18122 k , @Ull_ OIN_C ARS, OF LEGAL F40LIDAYS. n� � n�' w � SHEET r� PROPOSED TEMPLE... 5,501.26 SFT. fL00t1 AREA: ,"„-�,_ M_!._..�,✓-�._,.J,-,�f✓'�� ��..,�,,.�.� �E{j+ E c x EXISTING NOUSE(1 STORY) .1,644,75 SFT. TEMPLE LOWER LEVEL... 5,501,26 SFT. .. � `�J i4 PART OF THE HOUSE TO REMOVED Is (258.75) SFT. TEMPLE UPPER LEVEL... 4,630.66 SFT. AI NEW ADDITION.. 1492.38 SFT. ASHRAM IST FLOOR... 2,878.38 SFT.(EXISTING + ADDITION) C►1Y OF llli�►iiV ,� PORCH FRONT & SIDE... 351.42 SFT ASHARAM 2ND FLOOR... 1411x.38 SFT. (Al� g�qT►; TOTAL SUILD010 AREA.., 8, 731.06 SFT. TOTAL FLOOR AREA,.. 14,552.68AREA DEDICATED FOR LIVING FACILITIES i � ti � I BUILDING AREA/ PROPERTY AREA RATIO...0.099 OF LOT AREA FLOOR AREA / LOT AREA RATIO = 0.1479 IN ASHRAM BUILDING:3,357.63 SFT._ sff2o(►2-(►uut!I 2of5 ( , r 1tl! Illf t !.f ... ,. r _. ,..a. a11i,Y•.r.tr.W+�..s.rax>:w<s,wsiuZMtlOktlRNcR�t��frlil' ..;.. _.. .. , d:. ._. ... _ ' -' 11111111 tIU till III! 111 1111 Ili! IIl1 !II III I ra ,. _ n'"""I°4► {� Cm I I { { { ( ! 1! 11 1 1111!11 fl11111.f11t!111I11 11l111iIIllill11it1 III! illi !If it I H t4tlH 1!t 'It I I! I1 11 r +"I LEOIBILfTY STRIP �� � � ET I I 9 2�0. 211 �I2 12 r .tell) O l 2 14 1 Ig 24 2 5 2� 2 .& .-9 3( � . I O�r. 1 i + ' I 1 1.11 lil ItU i. 18 7 I � a F r -. .�I Y 1 '^fid l<�t rr t t� td,;�y ,lyh. �8 dP.n '�• rr,, r �i' ,Ir �`.. �) ! 01 ' ayl NJNI { IOZ M 7 i +. k l7h.a L 1,,✓Y a. a} C{,?.S k S V JJ 1 r#.a:.r iv. T l I Jill, F i I ' t\ L . .. - .+ )+wdMeM �wrpav "4yr'�fi4 ',"w.� at .' _, aoa. ,M1'':' :,- ,w;r I : .•a�: k �.i '� !1•. +MIS � bdrr•YA7 ...w7. . .. .. , ., ,: ,...,+�,.. :. ' ,.�.. . deM b FLli' ,. ,.�rt ,.., . -. .. a .., �1YM� °'++4+1�+� � +« �t 'Ms�hi+wr�'•� a?x�+lllwnaxr ow! ,NlE+�.a�s�,,, '�k8a+r. a w 9� '� �.b�tn., 1N. Tx 5 1f , a / 228. . • . . • s • a 2000 F 14, V 32 L ARI / ---- -- E 1 30, / 12„ .•. ••• •• • �--- \ ♦ 1 / 1 P '1 1 1 SARAN I F FIf? �: -I / if I IH ,-, EXPIRES: 12/31 jL INSTALL Ip Ll IL Uga B esti REVISIONS 4Or _ �• � 1 HAND r'L.•�GED GROUTED - 1 j FIR I 01-10-•01 CL-ASS 50 RIP-RAP CLASS I / O RZP-RAP OUTLET 5 OWER F � TRUCTURE C,d/ FIR OLE ♦ -- / / 211.4 �'� IE 210-� Ln i I - s-m-mm��_ IL V I ---- � / F►R - rLc�' Q �-' G STS IN \ -'-- - - 1 WATER r �°`• `��,�" EXISTING QUALITY OSS SECTION VIEW ,4 A ' DRIVEWAY I EXISTING 40" 'I _ STRUCTURE W LEWIS & a ' DL-CIDuauS �2. �� 225 -- - - _ a LANDSCAPE y I --- - �-' VAN V L E E_` AREA .- - . CONSULTING ' ` - 3 `C<�� ENGINEERS 18660 sw boones ferryroea 226..x` 2Z4 226.0VV - tualatin, ore on 97062 22 224 _ - 5.0' X 15.0' SIGN EASEMENT 1 ® (503) 885-8605 phone e 227 2L,g 225 1_224 _ 224 - t 5.00' 1 (503) 885-1206 fax - - - - _ 2 .rT - - - r 228.47 t-__-_--� - - L �_- RIM SANITARY 25 MANHOLE 221.0, 230.0 !p 73 ` WATER 20.0' VAULT EASEMENTO-` -1 J-UIQ - O SIDEWALK EASEMENT FOR HALL OFFICE PARK -M -» 223 X 1 0.00' AND TEMPLE/ASHRAM o 1 M r 221 I (� tk� 22.3 a M V J0�50' t 2 F 222.5 N0 00"E - NI v 77 � I ' PROPOSED TEMPLE - , UPPER LEVEL FF 230.0 -? 'm 222 --r 6VO SAN MHS yY LEVEL FF 217.0 RIM :21.9 --- LO WE R z2a..� a ---------. rte - ---�--FLOW -_=--- _�------------------ - - --- -- -- ---- -- SAN MH RIM 226.0 CATCH BASIN N89°1 '�1 1 "E ® I , CEJ 230.47 - --- EXISTING ENTRAN'CE � INTO KINDER-CAR`S • ` 21E:� RI 2 .S - _ _ 220-"i - p-sd - 220.'14 .I I 3 r _ 1 C5 Ln 225.0 q� 0 RIM X19.8 .2 220.16 r r 220.E RIVER ROCK 0. 0 � 0.44 TOP OF E3EF'~M f 1` 1, 21 ,5 � `� ELEV 216 0\ 3" DEEP RIVER RUN, � - BUILDING WALL AND FOOTINGS `` , I 2 PER STRUCTURAL PLANS 219.0 IiJ F � --a I 219 I~ EXISTING � TREATMENT DEPTH = 0,'45' j I STRUCTURE I � _� - I roPsolL LANDSCAPE � t 1 �J 1 AREA FF 219± •� 9 JUTE MAT TREATMENT ARLA i Ln Z 2' MIN. _!' MIN. CATCH BASIN BOTTOM - - - - - - �'- - - - RIM EL 220.85 i WIDTH { I. USE 2�" - 3/4" OF RIVER RUIN ROCK PLACED 3-INCHES DEEF ON JUTE.'• MAT � � ,i PLACED OVER 6-INCHES OF TOPSOIL OR BASE STABILIZATION METHOD PROPOSED ASHRAM �1r8�'1 11 AS APPROVEID BY THE AGENCY/C�T'T. � r m 219 t (M A TCH 5E X I S T) - - i r.r 2 EXTEND RIVER ROCK, 7U i E, AND TOPSOIL TO TOP OF TREATMENT AREA. � Q 3, SEE LANDSCAPE PLANS FOR PLANTING RECOMMENDATIONS IN SWALE. �' 216 -- -+-• A �- STORM MANHOLE tl` Z 41S 219 RIM EL 219.50 tl (� _ 21� > tl -A � U p - WATER OU - --1 ua ���✓!! WATER QJALITY SWALE �45 v 214 -- /�+1 CROSS-SECTION-�✓ - -_ .1 �_, � �. �' __�QUALITY R - f- TION VIEW 8 t3 _ - - __ 214_ ___ ly rlr... - _ - ET ST E - ' �'� TUR " id - -- - I .... -r•► '- 213.85 5 S88'S 3'1 -- - c _ STM' sm f.l t_n � � p, u, EQghQ SITE GRADING PLAN u1 � �--I EXISTING CONTOUR LINE rt ! 1'=201_2D 111 fr i / n CATCH BASIN V a �. NEW CONTOUR L NI KEYNOTES. R :' @ MANHOLE 20 0 20 40 .y UTILITY OI REMOVE EXISTING C.UIPB- MATCH EXISTING PAVEMENT ELE1,1ATION. DATE: y C�7 TT`f' POLE EXISTING SPc T Ft_G.✓A1TON � FIRE HYDRANT a2 INSTALL HANDRAIL. SEE ARCHITECTURAI_ DRAWINGS, PROJECT NO: 98122 7' 154'5! NEW SPOT ELEVATION 'J M METER ',J PAVING SECTION: 3" CLASS 'C' ASPHALT '' PROVIDE STAKE. SEE SPEG'S V _ r + iEEI NO ❑ UTILITY VAUI-T - -�--,.��.-�- r-r,^8GREGA�E Ct1J'fd --vv-v�. .i-.--.._ 1'nLEV. !ELEVATION ❑T ® 'TRANSFORMER. AND PAD , O4 WATER QUALITY FACILITY AS RECIlUIRED M-Y U.S.A. AND CITY OF TIGARD. ^' D.M. BENCH MARK `� VALVE BOX COVER w� 10C TOP OF CURB ' BOC W"OM Of C'11R5 LIGHPOLE E= WALL TMOUNTED LIGHT 11,111 l i l�c! 1151 5 "• MANHOLE I I S T I f JO - IJ GJl! CATCH BASIN °C � FIRE I.2EF'Ap.TMENT CONNECTlOt+l Z 2 ( 401 o 1'5 OF 'K 1110o wkih wr ' Ili) '.II lil! Il II rtr.•u .-. � + •-:,: II L,I UU Ilii illi I I I I 4» Cm I 1 f I II 11.11111 Illy UII ILt Illi flll IIIA III Ilfl I I 1 I I Ili Jill 1111 1111 IIII ILII III ill) 111 1 I III 1111 1111 Al", 111;111 11 I II 1 1111 I'l11!I II I t l t + I ~ LCGi1 KrfY STRIP o I I I t I 11 I I I I I l I 1� I I I + I I I I a 2 3 4 3 7 fij ' I ( I ( I 11 elft ni11 I : : I InlJnl:l I I I ,, Iamm., rry O I r 1.3 I4 18 17 16 19 20 cl 22 2.3 24 29 2F 2Fi �'v 3c, , d A, v :,i 1 •.i t�MYb ',♦i t •,j ,� ( � � ,.:.,.. ,'t, ,4`�'� 't'�� vt} 1 y 'V • .. '. i1f•`I{#nils. - - - �. :,. tiyly fi�x', ...i +r, 'Ytv `,'iI„Sqq { � �T i' N ' ir 1+ •K�, r 4: rtg s ; ayin $ '1"} Wr •, vg:q , r} , �I MUNI t! I1 ql � J e�r^ '��,, he •e�31�: r ` � � r,, si , � q I;w �'$ "'�.� 1 I ' i I I I O� ?'°, .': 7.; ;•, err I r<xv, :, ... .• 9 ,,: � , .r s .. .. � .. r, . rer. ��4!�.. .. ,r,.�F-a"�4WM+'�(^Wr".,s,+k,�,y+ti.r+�M....,.ua>�wY#i a'1!'w ►,r:, '�4,.�R...r,l,�Rw.k,ad,,,„.+M s W�as+e'.t� ,. 000011*,. .�. 22 8. , 8 FIR 14 to• ... 7W x 4'L E N, pummomot y JU - ,. / �2 T--- �•, � � -� -� � \1_ C_ r i : °:� :�o : : : -+ARANF I r FIS � / FTZ �� xPIRES: 12,/31/02 T_twl!STel I G1`TI I TAIr rtw,e VISIONS 4U" / HAND PLACED GFkOUTED -FIR -� CLASS 50 RTP-RAP / IOLETO WER P rUU�R C --c - OLE _-�c' ,IE 210.5 - �. FIR �n.a FIR I� l� - " ' r." STS IN s=ro_rm5m 1 ELEV Z)Oh5 r y � ` / - 3 2� EXISTING WATER QUALITY OSS-SECTION VIEW A-A Ii j - EXISTING 4r" 1 STRUCTURE LEWIS & a! `,� DECI.DUDUS,'! a ,? 4 r 2,25 ( I __ In -- 1 - ._AND5r_APE VAN V L E ET 1 ARES. `� - - �-- i CD - cr CONSULTING 3 ENGINEERS 223 - r 18660 aw boonee ferr rood 224 226.0 - '' .r '•�'` 224 1 _ 5.0' X 15.0' SIGN EASEMENT- ( 503 tuala11885 r 8605 on 9706 hone ® (503) 885-•1206 fax .28- .2`1 ��-226 225 _ 714.0 --, X24 `_- _ \ ( ) P _-� �5_00_ , SANTTARY MANH5L E v .228.0 2_2 Ll RIM EL_ 229.25 (� � � _223.5 -- _• - G• WATER VAULT 15.0' SHARED 2S0.1a b __ �� - - FOR HALL OFFICE PARK �M O I _ SIDEWALK EASEMENT 0.50' X 10.03' _ AND TEMPLE/ASHRAM 1 ` 72 - N J_ 'O0'00"E Ell M f= � c - -- -'-- -1-- - --�--i----- - ---------------------------- -- - -- - - --------------- ----- - - ---- - --- -- ! �� i - '� r- I' 2� PROPOSED TEMPLE I' , �7 > ---- UPPER LEVEL FF 230.0 ? 'm 2'0 '11" " 60 _ SAN MH 220- - - LOWER LEVEL FF 217.0 X22..5M 2�i.q ----_ FLOW SAN MH r i �♦ 1 I - -------__=- ------- - --------__---_-__~-_-- - - - - -- - - -- _-----=- .. _---- -- - RIM 226.0Oc) j rL`' IE 222.6 ► i 1 r L ..rte -. CATCH BASIN N 8�•� ��E - � u -_ -� 2 -- ®� � RIM EL 221.98 , CU 230.0 - ------ �' 11t35 IN L EXISTING .ENTRANCE �� -- - - s __ << 220.'14 INTO KINdER-CARE , 8 RIM 219.8 X22550 y. GB ~ �// __ IO. . 'CQ 220.16 220.4 00 ?.� 1_, ♦1, 219.0 _ j i 0.44 , -- - on-AM de 1\ 220_0 220 RIVER ROCK /lh L2r� TOP OF M � 2-3/4' RIVER RUN: _ gl S ELEV 716.0 3" DEEP �I, _`_�: ` r 13UILDING WALL AND FOOTINGS -0 - - � 12 PER S'RUGTUR41. PLANS 4 219 \ r_ TREATMENT EXISTING 1 --_ -- - -- DEPTH = 0.45' 4 LANDSCAPE _ _ STRUCTURE i roPsozL ( 1t 1 AREA -� -EF 219E `- 1 0 �1 ` JUTE MAT TREATMENT AREA I , U)2 MIN. I MIN.-� CATCH BASIN l- BOTTOM � _ _ RIM EL 220.85 `� `� WIDTH (� 1. USE 2" - 3/4" OF RIVER RUN ROCK PLACED 3-1NC:HES DEEP ON JUTE MAT PROPOSED ASHRAM PLACED O� 6-INCHES OF TOPSOIL OR BASE STABIvILATION METHOD j AS APPROVED 57- THE AGENCY/CIT't F\`219± (MATCH,EXIST) ` -� 2. EXTEND RIVER ROCK, JUTE, AND TOPSOIL TO TOP OF TREA-mFNT ARE4. -- STORM MANHOLE 3- SEE LANDSCAPE PLANS FOR PLANTING RECOMMENDATIONS IN SWALE. -1 �' --- - • 216 Id1 RIM EL 219 50 0 O 213 ..r.� 2t� ' . r� �OA -A Q WATER QUALITY SWALE 4 21 -` 214 - 1 W 2 WATER QUA CROSS-SECTION OC) QUALITY CROS ECTION VIEW 13�3 0 - �_ OU LET STO UCTURE �8t `r�J' 2 �` '���� �` _ _ 7- 8 RI) 213.85 5 0 F. C N.T.S. Q MIN SITE HQ LEGEND V) � }--{ SITE GRADING PLAN !b EXISTING CVNT0JR LINE EAML l� y - U) =~ 1gg ■ CATCH BASIN -� KEYNOTES: C, ^� NEW GONtOUR LINE @ . MANHOLE 20 0 20 40 OI REMOVE EXISTING CURB. MATCH EXISTING PAVEMENT ELEVATION. DATE: 10-I F-'00 �� �) UTILITY POLE EXISTING SPOT ELEv A1ION ,t-N �� FIRE HYDRANT INSTALL HANDRAIL, SEE ARCHITECTURAL DRAWINGS. 154.5_._ 1-1 M METER NEN SPOT ELEVATION PROJECT No: � °I81�2 PAVING SECTION: 3" CLASS 'C' ASPHALT 5Hf_ET NO PROVIDE STAKE. SEE SPFC'S �/ � _ " A�GREGATE lij�"-$�_, ✓ �• Q UTILITY VAULT, r-�^,-. 8 O ® rRANSFORMER AND PAD I ��4 WATER GIUALM F ELEV. ELEVATION � I�0 FACILITY as REGiUIRED BY U.S.A. AND cM Of TIC,1aRD. O.M. BENCH MARK ® VALVE BOX COVER TOG TOP OF Cly -4=- Z; LTGHT POLE BO(� C�' ROM CURB 1 1 I fall 111\,(l I 1 I , MH MANHOLE WAL•;' 'MOUNTED LIGHT tilT2002-1)0(101 1 1 Cm CAT C1104 eAcIN FI' r7EFaRTMENT CONNECTION 3 of 5 Or ,.� � 'I�M r._+ y,...- ,.:.;r,(.µ�dld11 '.�'q? tlP-:*b�iu•,-, bb _ .. _. .. ..r.-.-n -,. rr1 'ill 1111 illi 1111 IIII 1,1 I I!!I{ IHI II f 11111 It1f1 !II 111 tl ` "`"'",'" LEGIBILITY STRIP ' I I t + I 1 , ' I C ( I Inu11,11111nI u1 ►t (I , I1IIInIlllllllull,null ni!!n�lll In I II �IIIIIIn I ,11111, ,dill null „� 11 I 77777 a tl w` , U 2 4 P g U I I I Q 13 I d 1 I 1 7 I P I ,r- -,' C � III tf II I IIII IIII 1111 IIII r Omn. cm 6 _ 9 20 21 �2 2"� 24 _ 26 c ?A 29 31Q i 4 j t ... , 81WWI 1 1 p1 NONi • 108 �• '' II i Fy' f' • .. W... -.. WkJ4-:.*P+hl"�311, „M14°- /1' +M Vt+.t 4' i' +: kr.J > .Y �aufi.. �'F,ACsw -, � �°S� �'�n�11lV'f��. �d+NraiW'M�+M "k v,. •«, x ,.t��«ik, QM.A,y, ., .. ,. ... .... M .. .., : . . . ,. ,. .. ., ^d'''�r': � ,. '+��V°'MIVWkr. , `, �,� -K Y�'•' �1^ "+bR!'Y.,,.a+.b. � '� t4.,.. ud�W.i44�b,+dt�i.`f�r�d^`,,w,:+..Pvd.v n..,..,.r:a�..:.. »r„».:yN§,.�c«uala �:,:�s.»'�w�+..+A�,.,. ,.Y.�':'k'- •a ...h� 4.�''�' , y-�.:.:.ts.....t-yae•",;,,.: v.:.._a..• . ^--... :,. .cs. - :m-..-.ems,. ..._ .s.:•iE_.::;.._. :x.=.w. .. ...._ _e:.-_.:.su §.,. .i..mm• -:.axecx seg.- _-_. _-:,tsz_- -ar _ __ _ - _ -_ _ ar - vw.awil. ..xsrsl V 4, p , 1i+ I 1 1 /4% 228. 78' - 2 / FIR fi `'* � R - F o ... ... / X I +' 1 R - M E ��_l Z ci, JLC R . . . . . . . . / 1 I ; EXPIRES: 121,11110; � 1 40 REVISIONS FIR -\ ► I / C.O. I 01-10-0; iRl� -- - O r ` FIR I OWER POLE -- - i 4011 / ! \ FIR EXIST CB - I RIM 224.35 ^ - � IE 219.85 EXISTING DRIVEWAY I II EXISTING / 40 I 6 r LEWIS & �� i,. STRUCTURE W i tl DECIDUOU'& L o - z 1� d �.0. - I VAN VLEET CD I 3 � GL7N5uLTiNu i I j EN01NEERE I a II 3 18660 sw boones ferr roan I I 4"�. i' 5.0' x t5.0' SIGN EASEMENT 15.00' c� (503) 885-8605 phone FOUNDATICN DRAIN C 4 FDG I �� I a tualatin, Oregon 87062 SANITARY MAPJHOLE 503 885-120b fax r-- ) L - - I RIM EL 229 25 ifffWATER SERVICE TO I �9) ,`� ,� I, �- HALL OFFICE PARK INCLUDE: 20.0' x 15.0' SHARED 15 0o' C�RA .-.� R `�- I -- 6" FIRE WATER WATER SERVICE/UTILITIES \ WATER VAULT EASEMENT 2'' DOMESTIC WATER -SIDEWALK EASEMENT 'i 0 TEMPLE AND HALL OFFICE PARK FOR HALL OFFICE PARK M' f 0 r I 2' IRRIGATION WATER 0.50' X 10.00' INCLUDES 8" SHARED FIRE ±.TATER AND TEMPLE/ASI TRAM -01 i M 2 FOU7r_ ION ASN 1 �" -""�_ - I I H - / c� M .. 4 W V •O 0'o G / I V t 12"W J ' ✓� C1 ♦ ---- « _ -_1__J___!_ - __i u� PROPOSED TEMPLE Zftz6„� _- ^sAN MH,1.1lf�JMF _- - ------ -- --- -- - - 1- - _ -- _ ! RIME, �Y 22,.9 EASE. # �uk,11 ti a yY UPPER LEVEL FF 230.0 1! 6_IE I 2131 (S) I _ _ _ _ _ - _ _ _ C.0. 3" PRESSURE SEWER (T0 HALL BI SINESS PARK) I _ _ _:----_--= �_� __ _ _ _ __ _= -_- 6" GRAVITY SEWER U ,� LOWER LEVEL FF 217.0 6 SAN G.O. . J c�crsTING sFOR o. -_- - - -- - �- = -- _ - _ - _ - - - --- - O. 3" PRESSURE SEWEIZTTO TEy1PLE) - -- - - --- S= 0.0200 3" PRESSURE SEWER tLv I IF- 213.65 EXISTING USAN MH V - �. . FLOW E.O.P. PIM 6. - - EY;ZTCB - - - -- - -- + -- --- - - ----- - -- - -- - - ----- - - ------=-=- IE 222.60 AREA DR IN 2 �� i RTM'221,m I /� _-___ - -- N cr. O RI 216.5 , A IF 21`1.0 - - _ -- - - - --- .. - -- IE 2 5.5 ( ' 4" I S r�IGpD % CATCH BASIN -- � � i C_7 i�`� I� t RIM El 221.9a 1 18 9 t i I F. - �i J mss/ C`! 45r 6 - IE 13.25 I I I INTO-XISTING I;InIpERT CARE F-�--1 (1 C.C. APPROXIMATE E z J 4 DAA ""' {' Qi LOCATION OF DRIVEWAY - + EXISTING WATER.I 6-m 214 By ( EASEMENT CB FIELD VERIFY. TO n �_ _,, � •�P? /RIM 219.5 IE 21'1.5 , I I cc 1 n l cr W ♦t� ,` C.O. ♦ 4 STS ♦ �(u,I i C.O. 4' i _ I � I ' e S=0.0100 I Cy L� c I z Q1 A �n � 1 ( 1 I N rl r_ �! Z (D CONSTRUCTION 1..� - ,, t NOTES --��`^ EXISTING e t I z ' l i TURN 4' STS DOWN AT DENO TO ! 4° T , � � � 0 w ±. CLEANOUTS TO BE INSTALLED AT ALL DOWNSPOUT LOCATIONS AND WHERE 1 1 a;1 STS JE 2±5.62 It STP -TURE E I I 1 cn af--. MI�ET ELEVATION OF IE Sts 16" SAN IE 24.25 ' FF 219f _ 1 < NOTED ON' PLAN. 1 4S 1 I I il ' I 2, USE SCHEDULE 40 PVC_ FOR STORM AND SANITARY SEWER l_TNES UNDER OR WITHIN 5' OF THE - G OR WITH LESS THAN I_ O COVER. ALL OTHER SEWER LINES TO OUTSIDE OF THE E3UP DIN ,. �" F A Q G.J- NEI-1 i �- CATCH BASIN BE PVC 3034 MATERIAL. 4" STS IE 214.6'1 , a 6" STS LE 214.58 - ______ L __ I ORA AGE\ I RIM EL 220.85 l �- �••-•.r-.:�--^O�) � E45 MENT 1 KEYNOTES: NOT>�.7• t1 , "# I' i •� PROPOSED (ASHRAM -- - I " __-_ _ (� EXISTING SERVICES AVAILABLE TO TEMPLE SITE: 6" SAN C.Oa LIE- 6' TIRE WATER LINEll IE 214.fv0 FF 219 (MATCH EXIST) y _ - _ --. z" DOMESTIC WATER LINE T- '' ! __ __ "- •r 4" PRIMART POWER CONDUIT a _ ----------- -Y-_- ---- ---- `-- --- '\ ' �5 2" IRRIGATION LINE STORM MANHOLE 2 TELEPHONE ONDUIT Z , c)11 OUTFALL __._ RIM EL 219.50 C TLt. J -------- --- CL IE IN (N 12") 210.78 " IE 214.4 1 WATER GIUALITY SWALE 14 1 -- �� G ________._____.-�C� 00 IE IN (E 12") 210.85 0 1 DOMESTIC WATER METER WITH DCVA or-VICE TO SERVE TEMPLE. _.A (� Q1 --- ---- -- - - -- --- --- --------- - - ------------- ----- � �, a I - '-�, � � -v-..- IE OUT (S 12") 20 #3`, I jt ,l I --- (> -_ _�___ ___ - NO IRRIGATION TO INSTALLED UNDER HIS CONTRACT -- - GOIJLET STFICTURE W �� II z N METER T A A J (Y t'd "'• - - ,--R3 213.135 5 ® PROVIDE 2" IRRIGATION STUB OFF OF DOMESTIC WATER LINE, INSTALL BACKFLOW 88.5.31 1 2„E �"_ - - 6" (ZE. 213.50 C 4 DEVICE ON THE TEMPLE SITE Q �� ' �� COIISTRUCT 60" DIA. SANITARY MANHOLE WITH PUMP. PUMP TO 9E BIDDER DESIGN ITEM. ) 1 SEE MANHOLE DETAIL ON SHEET C-A. CONTRACTOR TO PRBV E �- -- �' U) 1 4 Ib kL11QICAL t t CONDUff IT FROM Bl. 7 P A r S �' T �/ PLAN BUILDING O UMP. COORDIN TE LOCATION CJ j � T�.aV4i.T 1 (-L. SIDE BUILDING II N • 4 "SAN-- NEW SANITARY EXIST, WITH ELECTRICAL CCNTRAr;TO1Z �� �7 . I-20 _ Y Q INSTALL BACKFLOW VALVE ON FC'l1NDATION DRAIN PRIOR TO CONNECTING r0 ---- - - - "AN - EXL5IINNLH G SANITARYLn NEW STORM SEWER ® a GA.'CH BASIN STORM LINE, 20 @ 40 BEGIN 4" RC'CJF DRAIN FOR TEMPl.E.1 Ir" 171.�A� EXISTING STORM SEWER O MANHOLE ✓ ✓ �' 0 8 0P, W- NEW WATER M-� �") UTILITY t•'CAL..E W-- EXISTING WATER /Q. /� FIRE H`r pRAMT BEGIN 4" ROOF DR.'.IN FOR ASHRAM. IE 2t1.2� DrJ- DOMESTIC WATER M M METER FIRE W,t.rER �9 CONNECT DOWNSPOUTS TO ROOF DRAIN, SEE ARGHITFGTURAL DRAWINGS FOR PROJECT NO 9(jl V UTILT.TT VAULT DOWNSPOUT LOCATIONS. DO NOT CONNECT OWNSPOUTS TO FOUNDATION DRAIN. :.-?x "• � G • NEW GAS ,_Q, - G- EXISTING GAS [�T TRANSFORMER AND PAD SIT �...���.E_ NEW E1.EGTRIGaL .�; .1p. NO L>;GNT FOLE 0 BEGIN FOUNDATION DRAIN. SEE DETAIL !_G� 5+1��' No Jy E - EXISTING Ei-FGTRIGAL ' � INVERT ELEVATION / � r WALL MOUNTED LIGHT II PLACE I.0 cy MIN. CLASS ±©PJ RIP-RAP AT �jTFA1..L. F 12 SECTION OF STORM SEWER PIPE UNDERNEAT'-4 FUTURE BUILDING TO BE ^� C.O. CLEAN OUT < 4< FIRE DEPARTMENT CONNF•GTION D4 04 VALVE SCHEDULE 40 P'✓G D.I•I,Y. Hall Blvd 1 1515 C u. i7 i' MH MAN HrJI E _ Hall TS SOU DIRECTLY �++ C5 C,1TCH BASIN o O CLEANOUT 13 D�C. DOWNSPOUTS ON SOUTH SIDE OF ASHRAM D T INTO SWALE. Sl�•2()02-0(1()(11 THRUST BLOCK v-^' 14 WATER GUA � �-..'•�r-•r-���.-..�-�,�•-.�v-. �� CITY F/' •'[CITY 45 REQ BY AND Cm OF TIG4kD-` 0 f 5 Mimi ,J+ r •EM 'Mlpf .. '►lNltti+g+C�hP' «r'«::. +'ti+lW. �..MIi4:ict�'!71� _ t• 'A'+' .'* +wrrr. � .r r - - .. M9 'F77t{"P7a W ^"Y,il1•�N'�r'�7�$HM'yr4`M4'•tr �i•lwv+k ' "+,71P+'� - ,...�ry� ,..'...e:i. 'n w,..n•4a n .'k:;-"''.:(:. wutr .. - p :v ' I I .urudw,�.,�r...•�.nra.'�IMR�Arv � "MYM+►tiseY+ix+alWlW+llw`", I ! Ii I I1 L . Ilii I{II IIII 1111 1111 1111 ill II ± I I LEGIBILITY STRIP C�1 I I I I I I I I I + I I I IIII 111111 I)�ull (IOI J 3 4 a fi0 I t 112 113 tl4 I IQmm.l em Ig 17 18 19 20 21 2e 23 a^4 25 28 2"! 28 29 30 7� rg t �"elft, t'+ .- s,! •, � l k r . ' I I M1I M 4 � s m , 7 w, Trp' f � 1 M III JCC�i�:J 7 J} �2 8 2�„ FIR /4N EGO y 12'. T- ♦ / / M 1 1 r ' i i 1 V r • ... ... .. • • EXPIRES: 12/31/02 // • 1•. • • Y • • •• X t , FIR \ -I / - �_j � .: � � Rl , El s REVISIONS - 1 40" FIR FIR __ OWER POLI 4001 FIR - / "2 EXISTING 1 DRIVEWAY EXISTING LEWIS & � 40& I STPUCTURE a_ DECIDUous w y 0 225 - - a VAN VLEET LANCPSCAPE AREA cc N ' u l Q COf_ NSU •TC3 IN 3 ENGII,4EERS N SffDVA0 ITATION irE" TYr'7CAt. SM DETAIL 18660 sw boones ferry road tualatin, ore:(on 9 062 2 --------- 2,4 _ 226.2' X 15.0' S GN EASEMEN f-� ( (503) 885-8605 phone e�` 22-r `` --�'- -� -2a _ 4 --- 15 OQ' (503) 885-1206 t�x 'u6 225 22 SANITARY MANrti.i_i_ RIM EL ?29.25 E! 228.0 I v I 2i3_l ), �S 9 221.0 � 22:.� WATER OVAULT OEASEMENTT �L Q / -A EASEMENTFOR HALL GFFI;E PARK M ,--— 1.1. _ 6 �� AND TEMPLE ASHRAM o M n 230.0 223 0"0 SIDEWALK TEMPLE/ ASHRAM 22 J - o i - -2 8 7 9 222.5 - - - 0' - ------- - ------- - ------ ---- - ------ ----- - - -- - --- -- -- -- -- -- - -- -- -- ---------- - ---- ---- -- -- - ---- _1 L lL� • PROPOSED TEMPLE _ UPPER LEVEL FF 230.0 6 MH - _ _ tiY 220 �SAN COINER LEVEL FF 217.0 ` ' II - GRAVM CONST11h=WN -SEF DETAIL. S MIST C-4. - _. _ yq.) - ------ r..r- __ _ .-- SOW:-===__-- - - ---------------- --- ---- -- ------------------------------------------------------ _ -- RIM 226.0 ' -t- - - - ---- --- -- _ IE 222.6 al 0-wit'- 19 • - i. N89 i 111 E 299.8.5 r� '7 vJ ryr=AL-• CATCH BASIN I SIE1E DET C-•4' ' RIM FL 221.98 l\ I a EXISTING 'ENTRAN'CE �� � .a INTO KIN ARr l•-�-1 KINDER c % In G SEE C-Y4. = GB rteI'v _ _ r �, RIM 21222.16 - "- - - - EROSION CONTROL FLAN - STANDARD NOTES ERo-NvT_ ? oa (� r. 219_._©_ �e i�°1220 4 c_) +�A,� '� %I0 RECON<��ENDED STANDAKD NOTES FOR EROSION CONTROL PLANS 'FROM '''ECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) � 0.44 -- -- 'I. 2�2•m/' 220 - -- - - �� A. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION K. STORM DRAIN IN�.ETS, BASINS AND AREA DRAINS SHALL BE PROTECTED 22 CONTROL DURING CONSTRUCTION (ANT TIME OF THE YEAR) PER THE UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR ✓EGETATION "EROSION PREVENTION" AND SEDIMENT CONTROL. PLANS TECHNICAL IS RE-ESTABLISHED. GUIDANCE HANDBOOK DATED FEBRUARY 1494 AND UNIFIED SEWERAGE 211.0 LTJ AGENCY'S DESIGN AND CONSTRUCTION STANDARDS, REO 96-44, CHAPTER 81 Lr PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACEC AS RAP:DL" AS POSSIBLE, o O B. APPROVAL_ OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES M. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER i FOR EACH - 1T 219 - _ - - _ -- _ _ __ _ NUt CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE PHASE OF CONSTRUCTION. E X I Sr TI N G - DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRSCTORS, ��1-----_- LANDSCAPE STFCUCTURE I f• - - " - CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) N. IF THERE IS EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM AREA NO`/EMBER I THROUGH APRIL 30, THE WET WEATHER EROSION CONTROL \ FF 219± 0 C, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.1 ANC 3.3.8, TECHNICAL r � L MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC GUIDANCE HANDBOOK, FOR REQUIREMENTS. tJ j FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION 25 COMPLETED AND APPROVED AND O. ESC MEASURES SHALL BE REMOVED BY THE DEVELOPER W14E-N r, iPTATION CAT(:H BASIN - - - - --- `t - - RIM EL 220.35 VEGETATION/L�NDSGAPING 25 ESTABLISHED. IS FULLY FSTABLISHED. y� r - --- - -- - - - - D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL F' E.C. HOTLINE 844-13A44, CALL PRIOR TO ANY WORK. (} ' w + BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING (Y r{1 /- » THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE Q (A� PROPOSED ASHRAM / '��89•1 1 FLAGGEC CLEARING LIMITS SHALL BE PERMITTED. THE ,LAGGING STANDARD NOTES FOR SEDIMENT FENCES: } ( - -- SHALL BEM F CTA2NEU BY THE AoPLIGANT/CONTRACTOR FOR THE I. THE FILTER FABRIC SHALL BE FURCHASED IN A CONTINUOUS ROLL Cu' � � • FF 7.19f (MATCH EXIST) DURATION OF CONSTRUCTION. W J O - = STORM `MANHOLE E. THE. ESC FACILITIES SHOWN ON 'HIS PLAN MUST BE CONSTRUCTED IN JOINTS RTO THE E NH E THE BARRIER TO AVOID USE OF JOINTS. WHEN O Z _ NECESSARY, FILTER CLOTH SHALL mE SPLICEC TOGETHER 216 EL 219.50 ONL AT A SUPPORT POST, WITH A MINIMUM ro-INCH OVERLAP, AND PRW31, TYPSCA_ r 215 ---- ---- --- 215 _— ---� a CONJUNCTION WITH ALL CLEARIP.G AND GRADING ACTIVITIES, AND IN 1,� - � BOTH ENDS SECURELY FASTENED t0 THE POST, JR O'/ERLAP 2" X 2[iiV�ATICN �- SEE DETAIL. SFT C- 114 SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN _ WATM QUALITY SWALE I---- 214 WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE POSTS AND ATTACH AS SHOWN ON DETAIL- n 1 i� 215 - - �. � } `, APPL'.ABLE WATER STANDARDS. tH � H -� a L� 2. E ILt R FA RIG F CE SHALL BE INSTALLEC TO FOLLOW T E OUTLET STRUCTURE T E B EN •� - - CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SF.�C.ED A RIM 213.85 = THE ESC FACILITIES SHOWN ON THZS PLAN ARE THE MINIMUM MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A O REQUIREMENTS FOR ANTICIPATEC SITE CONDITIONS. DURING THE MINIMUM OF 18 INCHES. b Ln _ CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BF UPGRADED AS Lu LA q NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT 3. THE FILTER FAkBRI(; SHALL HAVE A MINIMUM VERTICAL BURIAL OF ro AND SEDIMENT-LADEN WATER DD NOT LEAVE THE SITE. INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE == LG EROSION CONTROL. IcDI.ANINSTALLATZOP SHALL BE BACKFILLED AND COMPACTED ALONG THE �" �_ }� w G• THE ESC FACILITIES SHA:_1_ BE INSPECTED DAILY BY THE ENTIRE DISTURBED AREA. a EXISTING CONTOUR LINE � M141 .20 APPLICANT/CONTRACTOR AND MAINTA*NEG AS NECESSARY TO INSURE CATCH BASIN THEIR CONTINUED FUNCrIONZNG. 4. STANDARD OR HEA✓Y DUTY FILTER FABRIC FENCE SHA,-L HAVE `------ TO �. MANUFACTURED STITCHED LOOPS FOR 2` X 2" POST INSTALLATION. DALE C • MANHOLE 0 42 H. THE ESC FACILITIES ON INACT!VE SI TES SHALL BE INSPECTED AND STITCHED LOOPS SHALL BE INST 41-rED ON THE UP HILL SIDE OF THE r� h Cl__jO C%) UTILITY POLE MAINTAINED A MINIMUM OF ON.�E A MONTH OR WITHIN THE 24 HOURS SLOPED AREA. 5 fnsFOLLOWING A STORM EVENT. OROJECT NO: 88122 EXYST Ci SPOT ELEVATION F?Y2E IaYDRANt S. FILTER FABRIC FENCES SH/>,LL BE REMO✓ED WHEN THEY HA✓E SFRVEt✓ _. 54.5 M METER I. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE +ALLOWED TO THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA WAS BEEN SHEET NO ----- NEN SI"OT ELEVATION ACCUMULATE WITHIN A TRAPPED CAT.:H BASIN. ALL CATCH BASINS AND PERMANENTLY PROTECTED AND S7 ABZLIZED. PROVIDE STAKE. I STA . SEE SPEC'S y UTILITY 'VAULT CONVEYANCE LINES SH41-L BE CLEANED PRIOR TO PAVING. f Dt mT1RAN5FORMER AND PAD THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN 6. FI,_TER FABRIC FENCES SHALL BE INSPECTED EY 1I EL-EV. ELEVATION WATER INTO THE DOWNSTREAM SY;TEM• APPLICANT/CONTRACTOR IMMEDIATE'_Y AFTER EACH RAINF ' _L AND AT B.M. BENCHMARK (9 49 VALVE BOX COVER r LEaST DAILY DURING PROLONGED RAINFALL- ANY REQUIREL REPAIRS J. STABILIZED GRAVE_ ENTRANCES SHALL BE INSTALLED AT ,HE TOC TOP OF CURD {' '•'.`� LIGHT PCK.E SEGINN2NG OF CGPJSTRUCTION AND MAINtA*,HED FOR THE DURATION Oc' `o e LL BE MADE IMMEDIATE_"'. '�` �IN Hall Blvd 11-515 BOC BOTTOM OF CURB -�� -�" WALL MOUAITF.D LIGHT 1 IE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE ;v MANHOLE ' ol1` THAT ALL PA VF(> 4 REAS ARE KEPT CLEAN FOR THE DURATION OF THE SIT2002-00001 N 1 MH GB CATCH DASIrI �! < FIRE DEPARTMENT CONNECTION . 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