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HomeMy WebLinkAbout88D1015 2"CLASS ,8 ASPHALT comcRErE CCn F_ATG GUR3 LhN;�SG�.Pi: �A CON T �2 �j G/TY of AuAuWN 6ENCN1WAKK i2`� 6/` ��Z IIHS /5 , � � ... ! VEYl9 Y ^ 1 �✓ ELEV. 48.55 2 A.G. Pi-,v►h G, S_?"' iT O 7 OF LI.F-Y bUe)1S4MS,5P s ,. (--7Q�E-.7 IW KJN�•a>bb,--�:� - ,D �� 5' OPc � � �'" � RF� G COu N ! 1 z =� �' c' • T y� c's oN. o`-� W/°� �N ING� T'oN GvtZfliNG� 8�1 I't300446 - --- ,Z� o ___-�a-� _ ROCK _ E)OST. BADE W; EA 5 E M ENT5 rEK Sp-2-87. CITY OF A U15URN I ETH `�NO r I, I, � 4OtH ST NE TY.y�i /� ` P/� �t�.-..-•� J� �r �' / •` a•', Gp•� `�•' •••. :t'if 3a ci, i '•/ - 1 -- - Z I . �` 3 � iCAL / /'1VL�J '��/ V J SL--CT/CA p. J.G -E� IrI�U� STNW s 17TH NE TEE w/COA/c. ND S�LF _°p• - 1!SLOG41<1mQ �` /2A BUTTE/eFL✓ _ _ _ _ _ �� 4 --'I I �• - .-f L-="1 I ~ TN pp VALVE. STA. 1+ 2 0, /O.5'RT 0 NE t0 CONS T. J►ri=;;�I= Q z _. .-- -I-' _� __` _ 6-- J N t EX. /Z"x /1 x /2" TLE w/covc GOMP�GTED 2 i N W Q o O eiLOc r/NG BL/rl/O FLA GE �A TUAiC /(Td�trN uPP51< F,[ANGE aoLr LNv PAl/vr) EX. FN 5A1AC.tLE f AGiPOSS TEE. SU6 �J" C R I C n y Ep t O 5TA. 9 + 20, -"',rT O NW Co�C/NER Lor 7 Me ELE✓. 49. 97 � J W ' R � F_ „� I r � � (/ J/A,� (/TYP C� ,/ /�7y 3°TN '' 70TH E (� D: NO SCALE 4 0 j 8" VALVE I _ _ 457. 99' I I//C/l1//T Y MA P Q 20, 35' `"'�" /82.99' -- - -- /40.oo' '�-�- - - 4 a QSAWClJT 4` PEpq/R y� l PER CoNST. /V/ TES . Fx/sr. /s' CHAIN L/NK A LU O �, 071L I rY E5MT. h 7L� O w Q r ADo/T 5'E5Mr. , x Z N I V TO C/7Y OF AUBURN C.o /O x/O _ C7 E "� S S 8 x 8 f t 60` r moo' I z o 4 ROOF FUrZIRE i - L E G E D �, r o w Z STA. 8+40 22.5'itT � / \ / ' RIM -414 7 3 OC v k \ / \ / „ OVERA1AA* N I 1 Z 3 /E /0-5 36,47 Q 0 /\ (o CONC. WASHGbWN N OFF/f E I / DE5GRJ PTION N F-W EX 157' t /F /o"P! 38.5Z SLAB I / \ Q 5To Rf'I 5CW EJZ -ST 5T z /E 8" E 38.�3 (YEW) NEW T>'PE S-�Id M /6 4 Z 5 LLJ -ZO -1 G R/M ¢rg e �� NEW 7YPE /C CB CO/V�RA 40 O 5ANITARY SEWER -55 55 J tE 6"i ' -3$T3 \ / RIM 47.4 Q SP G. ,BIJ/LD//VGy MANUFACTUR//VG � � 8~SrE 3fi86- // \\ \ � LE• ¢5:90 MAX. N ' W \VATEZZ --��1f ----- `V IE 3F. 9 000 SO. FT. \ / -,000 5Q• FT. ----- --- � 3 3 O z s / \ GATGH t3A51N O O O (o'/� GONG. N ' P/PE S=.O/M/i1/ -• \ 393/ Ps 9'T. N!�/ 1. S94/ Sr NW. FIB HYDRANT b /\ G/TT SPRING �a, O N 2Z' AG PAV I NC>1 see .3s � �o, �2' Loot_ � Go' 0 5 GONG. 610EWAL� 1t4i S = .ol y s= .of 392/ � ST, NW )- s NEW 3/¢•�./ETER BY L177417-Y Y41,L7' h RooM 1 I � W f�'rENT10K WIJp �---� 8! �r a rsG v1G/WATER $EPAR C/7'WOF AV WRN K I 2 SPAOES z LANDSG�.PIr.IC� n1 W// SE/Cvi E 4iW SA oR EvclAI- MI/ ,a / \ 4 POOF 1- SALES OF tcE - STA 34 rRAFFIG BRU• L./O " ELE<, I N OVERHANG h U 4 f2o F o + 2 n RIM ELE✓ 47.5 O(/ERHA/�K r 4'R Q 5Fo'1" ELEVATIONS Kx.xx 3 v C vlyuvlT !Future, c o O Q OVER/ N� /„�< I % p -3 4" (V 5sEE 5NT. 3 Foot W - PARTS " h _ _ x O \A- /5'PuI W w ON ER SEM N n „ W Z ivo FZ/' 07Z. * NEW F.h! PET 20 , NEW%ME TE/C ISY M/iv Qj n* CoNST. NOTE ' /ekaFUT E I orY OF AU.S. W//" c:o. t� RE pT. j d SEE SECTIOA/, 5/-/T- Z� 1` �� N OFF/ E W.ArOg 5E9V/GE AEW fh! P�� 3 n C RECPT "ICE < �� L N 8Y CONTA'ACTOiP ( ccwST. NOTE NEW /4 METER 5' \ /!o"BUTTER- SO -T •" STA. 2f2 QQ R j BYC17YOfNI&I' /V FLY VA-= 20 5 / \\ ' 30, ' i QM/N. 5' OFF! E OFFI j W1I" SSRA/CE � i O < 3s >�� n/o7� z4 / z m y 3 v a CODE NOTES ,�; _,..-.�.._ �. Gad PVc _ my 33 OTES = o/ .vs/.�/. 20 22 G a o.I.P -------------------------- \cL s2 20 " _ ZONING - -- M1 Nn .� S = o � 44 0 -�'.►8'��i�E; L� f �:� -- 6'� PVG ra S= o/ M/n/. � l4LF�8 �PVC soR S I�"x T ,�fP_l' L"A STA 2 38 oA5 I`S",El S OUT 3 t 6 S --_-_-----_----- 20' 35' � ST � i- P S=. 0055 35 � a OOrj• S 3r3 22� . . .�_ OCCUPANCY ------ B2 I 1` I 6~ --- 5N - - l -5T r1bs pt Sg- to N 3'*' C oF�f9EP SFJK✓10E©" B/P Ot of'f Fly CONSTRUCTION ----------------- 5 T 5T , - - r0' LOT SIZE ------------------------ rD Eby S q.F t• I. r BLDG. AREA =------------------- /8.00o S Ft. N THIS AREA O AE Q /2 9"L '#�f. �' ?2 r "' y� " 4 L�`+D �� 6.�t�-CtsZ VALt2r __ 2 1 -�f '�3�- _ I $ OIf 52 IS. rZW SET BACKS: q J ` C aNTA/NEp W/TN/N � ` UTlL/Ty E SEME T � To CITY AUKS n/ CA 7-i �1 " E/ST�✓ NORTH ------------•--------- 2 o Feet m 45' ELBOW "Ep�/Le� $ xE3 y la-SEE- 89 58"E 45ro. 0' 8 Yd x 6 TEE 2 (1 _ , C '� 2..4f �LOWOF-�-�� 50' Q SOUTH -------------------------20 Feet � � Q EAST --------------------------- 5 Feet '. QI Co.VC. � - 3o PSI✓ATE W166MC-. 0Z.0CA' _ �E of /0AVIM9 SEE SEc 70A/ ►U�Co/vC, �d^LOGK WEST ------------------- ---- 54Feet 0 / INGRESS EGRESS PL/BL/C SL4'gC,'., fl3 a S/-/T Z 5TA 2 77 I 1 PARKING- L fi5- (o 51/�E SEWER 0 U��p Q UT/L/T/E5 EASEMENT o` STUB PVC SDR, 35 5=.D/ Z ��/!J OJQ.� f1LU(3 REQUIRED -----------------------ZB Spaces STA. /+{� Q (rYP. 3 PLACES) /E -90,37 _ 2 \ h P� U S BL 3cGlo; PROVIDED --------------------38 Spaces r� Z 2 L F 8" D! STA. 2 +0-A A NEW TYKE. X-M MN (DF\�,�1�J I i A NEbV Tj�PE1ll 48 M// NO T� ` C L 52 STUB J,� R/ram -47Z- 47. �C CAPPED ¢ BLOGAEL, A'/M 47 Z W $„ y��q Z--,A � ALL LO;"S 641AUECT rV 5TORM MA/AlTENA/VCE /E B" W 40.9� - \, l� /�- 6„i 311.33 20 AC,R,EE/�'!E/VT PER PEAT STA 3 + -7 Q 41. !� Q TREES S TA. .3+ Ae � _O/YE_�E:IC /00 SQ. FT. OF Cedar Blueberry 1ANOSCAf-• AREA (So C /�C �� / CONSTRUCTION NOTES Cherry (flowering) _Fitly "TiPEE"__ L/ST) SITE Al/ y Douglas Fir 1. All workmanship and materials shall confirm to the City of Auburn's Dogwood /e i 20� ' requirements and specifications. � w / Hemlock 2. Standard Specifications shall be 1981 APWA as modified by the City Liquid Amber of Auburn. Madrone .� ' Z /VOTE '�24. Co/VT,P,�CTo,Q S'4C /NSrgLL 3. A copy of these approved plans shall be on-site during construction. tlaple (vine) �'wJ"ram �tcL �tia7el sE,e✓icE PEK c/Tr srv. Oak (red) cpr✓ W/LLMEn/N TALL vMETEP THE r^ 4. Prior to starting construction, the Contractor shall call ONE-CALL Pine __ (1-800-424-5555) for utility locations (water, sanitary sewer, storm Plum !flowering) _- TAUT-Y BAR/<_ 3o.c. _ sewer, gas, power, telephone and television). QQ a�PO(1/�10 CO✓E/p 5. Duringconstruction contractor shall be required to control on-site Ilk 1_ , Spruce - -__SNRu6S (•`p•� q 1�1V1 n .. storm water run off by using temporary erosion/siltation control UJ �� p LAN F/E'ONJ SNiI°UB L/5T) procedures. No sediment laden storm water shall be allowed to-dis- t LAY--_ _ e /� charge into the City of Auburn's storm drainage system, sHRuas 10E516NAT/ON LANOSCAtfl'AlG /pE4 6. Locations of existing utilities are approximate. It shall be the W J Contractor's responsibility to determine the true elevations and loc- 2 Azalea ®� ations so as to avoid damage or disturbance during construction. REQ�.rPF�R !DETAIL ABOVE 2 / � g g Firethorn ��/T►' or- AUBU/PN ZoN/NG � `-� 9- 7. Six-inch extruded curb or parking bumpers shall be required around all J78 on-site paving areas, where parking will be adjacent to a street. A 7 a: Heather \�ee4,VAA/cE SECT/OA/ r8.sa.040 c3) DATE-3- ?l�? �� �` � q,r.�^*ds�.f'a N R,,,,,,,,,• �_ six-inch extruded curb is required between all abutting pavement and � 00 Huckleberry fig, �e Laurel MOM- REQo LAIVOSCAPE AREA - TICS °.., RA' t5'•!� I��v� �1rs".,i�6 � � landscaped areas, � APPRC) VEG Mugho Pine PLANT/MC,S .4,<O A.]- 7iVE_ �`E�EID TO COMFOR � T1'\ 8. Tightline all downspouts and floor drains to catch basins W/ 4"pPVC S=,005 TYP, Oregon Grape D/.SCRETroN of �'�E' oWi1/EC i��..' �1 A$ Ld C�E�� OF Pu��IC WORKS e Btu FIELD t� f 0A r��H ( TY (�� AUBURN 9. All connections of SDR 35 PVC pipe to manholes shall be made by using y Oregon Grape olP UEVELopE/?. o A.C. manhole adaptors, or approved equal. U U Sumac - wVpI�BLc ENGINEERING t�E� �RTMENT TYeICA L L AN/.�SCA/nE /.DETAIL A 10, All connections of SDR 21 PVC pipe to manholes and catch basins shall - UAZ'E, � -I�- S� be made by using CL 150 At coupling with ring rite X IPS transition ( C , y�,, • gaskets, or approved equal. V V NO SCALE APPROVED G 11. The maximum laying lengths shall not exceed 20 feet for SDR 21 Z Y g ng pipe and EX GU/PB �' 12 feet 6 inches long for SDR 35 pipe, Q• Lis Z o F-UTL//rE C,�i4/JE „ 8"16 J` TOp/17 /E {.(�4 Q 12. Bedding for PVC pipe shall be 5/8 inch minus crushed rock, 4 inches under O n SEE $LIT. 2 FOR to Sll7E SEWEJ2 to 6 inches over the pipe. V) 5�'O Vl 42"M//tI COVER To eL ss c Po s s/N0 So.0 > CURB �f10LE OETA/G5 ^ EXIST �/PfIIOE G 13. Bedding for concrete and ductile iron pipe shall be 5/8 inch minus crushed 0 I1�, W P SEE pL/iiJ� G" WATF�L/NE NO 1011175 rock, 6 inches under to 6 inches over the pipe. S TA 2 + 3$ Q El TNER S/DE Of 5EWER) r NEW TYPE I1I- 48 iY1/� 14. All pipe trench backfill material shall be Class "A" Bank Run Gravel. - 4 STA 2+W /E -03./O/� Q /M 7. 3 vn �l Z „ " = E 4 i 15. Pipe Trench Backfill Material within the right-of-way shall be 5/8 inch \ SE 43.73 8 STO/rM W,(TERL/NE /E 43./0 8 57_0e/y Z f l minus crushed rock. Q B WAT�Ru/VE 4 Z Co -- E 43 71 Q STA. / 03 Ql Q /E 44.ZS SS C P03-SA/G STA. .. .45, O \ \j-- /E= 4 3. SI G f 0 16. Existing pavement surfaces shall be sawcut full depth with straight, II TYP. "� gs CROSS/NQ -�- � P P g 0 uniform edges. All joints between the new and original pavement shall be 0 �gf p)! WA77 /c 1 P/PO✓/pE Mfg W/KNCCK- OUT ). 4] �1 r~'' S� Jf � �-�� P'���� �i�5 S/CAE painted with asphalt emulsion (CSS-1 I . •7 � 5�� 35 / 17. Street curbs shall be (yellow), 5 feet from E f'VG Q painted •ith formula WID-YI each side of all driveways and 1- feet each side of all fire hydrants. r N Q r P y� CPR 35 _ OE ER TIfB TA 3 8 Q �lP`- i7 SEt� S + 18. All required landscaping shall conform with City of Auburn Zoning Q '!6P✓ S/ S / Ordinance, Section S/pf_ t4/E.Q 1`-TCll3`' 2 1 g� - * N 7 40. 0 -- 6" F y'G y nan e G c on No 18.56 ANO A8.58. 040(ls�� Q ATE 2-Z3„87 STA / +/d ^ -20LF---e# SIP CZ 52 SE/•1" N ® LE] - 5T.U,5 rE 4115 19. The Contractor shall install, replace, or relocate all signs, as shown Q To orL�I.t�.4TE� ��F - $ $.3�P- f 52 Q �O6 1VE ri'PE gl-4B /4J/-/ STA. 3 i' on the lans or as affected b construction, DRAWN SEPAR"4ToR _ _D©g _ f�0 dlcw �_ P y per the City s Standard / � Ci'°S/oE sEWE/C Rl/-•t-- -47Z Detail. PW T p 8"� 97'bRly STA O + 79 � t�9/1l/T5} � 2 6 �G S� l I / , -93. - �" S/DE seWE1Q © 7'6 ,BLOQ. � --VI 40.95- 20. Electric and telephone lines shall be in a trench with a minimum horizontal CHECKED { r 35 C5rO55th{f; IVEW TYP---ZT-48IV,V SEE PL qN) �j�� ?j+23 2_ separation from ocher utilities (sewer, water, storm) of five feet Arp 3so To E3Lnq :SANITARY SEWER l_'I�0F/L� ST,A 3 1Z (� YSL F-• R/M 47 Z (SEE P�.1/�/J 3.r'.Ci � 21, All construction surveying for extensions of City Utilities shall be done JOB NO n ii under the direction of a licensed land surveyor or a licensed professional f • EX. 48" _SS M// / 8 P✓C NEW TYPE I--W MN /E W 3-7.2's © STA. O+4* 0 � - ; SCALE fs/D/P/Z. /"= 20' �-_--t''4-fir S�� 35_ Civil Engineer. / @ S - .0/ /P/M 4e.a /E E 39. '-3- � � SHEET NO Y /P M 47 3 S/A, O + oC VERT. /' = 5' A `�' •B��"Q 22. PVC pipe shall be SDR 21 with 18 inches minimum cover or shall be SDR 35 with 36 38. 47 / 3� - inches minimum cover. /E /D"/V 38.52 SSE 3B. BB 8"E 38.63 IN--W) l E 3 8. 8 ; 23. Sawcut paving 12 iuches beyond excavation or where curb is removed. Backfill 100% with 5/8" crushed rock. Replace paving to match existing, Q 3 � 88JI.1 / 0 f 2 SELECT FILL = /6' CLASS "!S" Ook- dE-rTEC -/7- eu/v CrRAVEL OR /2" CLASS •b". Or 13ETTE/2/ f'/T RUIN W�J�JI�gF/ CLOTH Opp EQL4AL 6ETKIEE14 SU5 C RASE A/VI.) f/T RUN W SELECT F/LLB �CR085 HATGNFD� AT CO/VTif,4C770R'S Of'T/O/./. Z F/LL TD E/_--V 4-74 1 I y CLIT Tb FlN/.SN S[.r66iKAAF AT \ 1� I BTM. t-T olet=cTi�V o� F G/n/EE!� \�� II A prleoX. soon CY O FILL MATEI�IA L WILL IaE h2EQ'0. SU15M1T SOURGF- J HAUL IeOUTE To THE CITY of �, BTM. oVEK Fxc,AvAT/o!V �_ �,Z ryR --►- (TYP.) AUIbUIeN pRIO k TD ►°LA C-EME-N-r a,/FREXcAV/,Tiol./ ¢ SFLF_cT FILL Q L//v�FX.tiLL P6ZlME'T�IZ Foori/v(�5 FILL -"C 0�l M o Q N f l�o 5C A-E sTA. gll,3a 10' WIDE hlZAINAGE DITCH EAST=r F-NT VV a A F # 75050 qo 2,+•of OD 3 SE_£ SECT A Lr F o ti 3° o _ v i_ N89�53'S8"E SHT_ I 457. 99' _ _ �` a Q 77 ZO' 35 /82.99 '�_ ,�, _ _�s v �--- /40.00, v� 13500 . SJ' C o 47, `n 47.2 w 47 4-7.2 47 2 �- 476 ? -97. 2 h 7,Z 47. 8 I 0O CHA//Vb C//VK N 47. 2 e y F- Q 3 SAWCUT MATCH o �- 1 c. A 47. 8o U(J w w 0 e j f-)(MST. c' c.o. TOP OF /OYR• 5ToKM D Go' D3 DS x c . c C, s POW0IN6i @ I:L-. 47. 12 S. L OC.AT)ON S ale I O 3Z n (Ty1°) 60, � I - ?,OOF �12AMING OOLANS � Go, I w z A'I O n / \ / 0 4'RO 4 0 f VC Stoi2 35 TYe� -� z r z v � w �1 Q � � s = �_ . telr��Es 75 J• -Zo -1 a C W Of o / - 4 .3 q7.a_ GONRAO 4 .�_ / SP�G. B�GOf�.40.0 MANUFACTUR/N6 SCALE= / - 20 O > 3 CB 7°�2 / � a � Ak • p�' ' (o,000 SQ�1rcT - Apc \ A�.� 10,000 Si?. FT. _ 5 7� EL. 4�. go i / F;' F-L. -47. 80 32.0 ` co. 35.0 ' SEE SNT 1 03 0 / / -j N. ( '. ©.o. t F- CB '��0 47.8 p c.o. 22 o / G/rr sPR//v� ----------- - - / o T 10,000 S'Q. FT. 0 O5 19' © TOOL � � CONST. - N N /q• cB #8 3 /9, n loon, 0 41 /-DATUM: NOR7TW FP �L. -�7.80 - _ 5� N j� FLANGE BOLT eWo A-AINT) Al Q -j ooW.V SPOUT P/P/lVG O E X/'J` T• F. f C� /VIA✓ COiC. T ALES oFF/GE PEip CONST. NOTE to S T 4 �F T E � I� O U O� AAK O5 OVE H G 8 TYP/CAL LOT 7 VBp EL ✓. 49!�'7 h c. v ��qq 4'fZO F , Q C � o O c �� oVER/ V 47ye ' - - - 7,3 M I O� _• PARTS �� • l o r � ' -T-' a ' t q73 w I Z C/TY OF AU6U�PN BEMcHMAa/c= h o A 20 1 a F, P /-5- Y -9 7 rX ST. G Sr. EX. CB TYPE I-G O I A �( 0 _ 0 I STA 7 r 75, 2C.' KT __ p r 47. Co K!/�1 .4�.70 /9 a ry � ��/ h 4 •2• � �1 4'7 3 N OFf/CE i 4'_ _ � � I 5' U) Ecar. ofF/cE I J lE 8 W 43.52 -q7. 3 OFF1GLr OF9IGE 0 C 2 30 rl < 0 3 �O' { r 47 s s. o TYPL f % co OFFS/TE O�n.s. �,,.. ..� 75 �-' .: iOGE 47.s Y Rs. `co,- �r-t..�r �i�GE ® q7.5 -- L_'_- STogm- WATE/e ,► (Y1 /E" ex. -4 GE @ 47.5 47 GB 45 Ct3 07 CA5 *my 4-7 8 FLOW To THE cB 3 NW t �vc l LF /Z"SST So 35 h 9/0.5 LF 12" eV(-- .Sd•P 2/ 1 N /3.3 �r --/Z PVC SC 2/ Ah e LF- 8"o -vc 001 �` V ZO' m tO a 5 - o0 3 !K S = . 00.3 s=. 003 36.5' - --- - g3.o - - -- - - - - -- - q2' �` ---- - - - - -- - - ----- 135.0 C A 1,o FILL J � EX. SOLE 8"� PVC k\10 \ Q� SAWCUT <SEE f)TL. 0 h� SGLQ 2/ C� S = . 005 MATCH _ K/o(�E Cz A7 T �' E X(ST. GAS NO E GiQWIFICANT /v89� 53'38"E 456. -70' ' 1E 4 7.6 47. ^40 43.73 pON NG IN THIS 30 l+'/r/VATS �IgGE @ •475 EID�E of /�AV/r�/6 G I HYO�i°OSEEI� sLonEs 23 LP - 8"¢ Pvc OvIWFLOW A�EA`` 1N(olcAATmE s /NGRESS, EGRESS 6a PfIBL/C 12i1 � @ 47. 5 1ZL A5 ,gEQp FOR 5v/e 2/ s= . oo STOIe M 5YSTE1-1 IS UT/L/T/ES EASEMENT Lev. 47.5 TY+? �a ro �- p `y c>i�-�"'� �►c No-r FUNCTIONING { J A 0+p, /E STAgIL/ZAT/O/\l 3se s-.00� t�+eopE,<LY At'r'1 CX, LIMIT of I=rGE of pgv►NG : o- _ 4 7 5 P� SECTION 25 t5 I Foe -,ter-��,E. E®.vvEcr. 1-ILL To THE I /1/OTE : ALL /�AV//Vrti' ELEVi1T/O/1/S .5f-/O1/VN ATE To C,B. � �l•-���J SOUTH Q /1/EcESSAAwY f"O� THE PirOrEAl 2 \ ' �'CJ� V TYP � BAST �iPoP, L/il/E f UNG T/o/V//V a � TINE STD/!�M I `� `Q Z Lf' 8 /' c C8 SC!4EOLJL E SYSTEM ,CIEs/GN• �. NV0rtoSSFr� EXIST. ELEV. AS RE 0 P--OR Fc/rue-- GOAiMECT/oN. Q• �\ � CAP � SouTN END # TYPE AFIM IE STAB/L/ZA-r/o/V A 47. 1 �3. �7 Z I- C 46 . CA 43 .Ida $E C T"/ON '., '.. ` 3 I- C 47 / 43. 9' T Y;4 Ca SolJT P,roP. L//-- L �� a MIS i R. iv { TO s z - c 47. 1 44.zz STOP 1pA l�ll�l 1�L,4/v °° �:� op ,,1- Co I- C .46.0 -44.47 _ o, I A ARABLE 2 O 7 I- C -9'7 l 44. 61 • 24" Q T- C 4�• � 44.83 / ,/•82 � CASTING SEE STD. PLAN 42 AI°WA . ' ADJUSTMENT SECTION z W CASTING SEE STD. PLAN 42 AIoWA r w 9► I-C •47 / •¢ . 78 STORM WATER RETENTION DESIGN ' o - = N � ADJUSTMENT SECTION W Et /O nr ^0/VC7 PRECAST OFFSET CONE RUNOFF FACTORS < C > �� MODIFIED STEP SEE STD. PLAN 41 APwA p W.s. 4/1/ -47 G EXISTING SITE (Ce) = .15 48 TOP SLAB IN.PROVID SITE (Ci) - .91 b 00 TOP GOVEIZ WO 1 STEPS SEE STD. PLAN 41 o m m 21"X 2-7' NOL-E PRECAST SECTIONS Av LtsTM�IT '` (C."TNlGK-) IMPROVED AREA < A ) w MAX. PIPE SIZE 21' STEPS SEE STD. PLAN 41 Al-WA 48" (MAX. PIPE SIZE MAY BE LIMITED K IYF'ROVED AREA (A) = 68669.00 Ef / 43560 = 1•, 764 Acres t- PIPE CONFIGURATION) :.• r•• �.•� V GASKET II :'. INTENSSTY < I > as" STD.T`C.PE lLo �..' �N,pRT NIPPLE i BASIN 6" W/E><'z-ENSTioN /E -5r3.�7 (�UBKICATE NJ;XIt'U); DISTANCE TO CP.TCH Bf�.�Il� (D) = 445.00 ft. BOTH >✓rlDs) TI)E OF CON' �7RATION (T) - 10 + D / 1.5 x 60 - 14,94 min. ' ' ''"'~' " (�''" '� Q SECTIONS P.S . �o .,.'•:. AC MANNOG� .4oA/'Tz�,r PE�e Z o �) V O '' CoNST. NOTES (Tyo) a m RAII�'F/1.L It�'TEI�SITY (I) = 1.47 (TACONA 10 YR. STOP, CURVE) N REQsJ�iZ�� A.G. OR G.F?K.. .p 1.20 (TACOMA 5 YR. STORPI CURVE) > KAA.-4"OLE r GIST IN PLACE USE PRECAST BASE w AbAPTO izcc ALLOW ABLE DISCHARGE < Q a ) LADDER see STD. PLAN a l w• �'�tIN• O• Ar- L.00-AreV Q4 VAA,1CICAW .'• Mill. � S\pE cx=Ce Oa = Oe = Ce x I x A = 0.34854 cfs (10 YR. STORM DESIGN) G2=.Z838 cFs 0.283 80 cfs (5 YR. STORM DESIGN) TYPE 111 - 48 MANHOLE MAX. PIPE SIZE 21 REQUIRED STORAGE < V t ) (10 YR. STORY! DES11 MAX. PIPE SIZE MAY BE LIMITED a ! BY PIPE CONFIGURATION (SA/VI 7.4/�Y� /V TS ^Ly�r �I . \ • Oo = Oa / A x Ci = 0.245 cfs CAST IN PLACE BASE /Ac •' ;•.': .� : o: •: CONST. CHANNEL AND SHELF B'X8"XE"PVGT�� FE�J; STORAGE TIC (T) = -25 + (1875 / Oo)1 .5 = 62.36 min. MORTAR FILL 'b Q N (>3. Ru�e+✓Ct GAsK�=T Vs = 3000 x T / T + 25 - 40 X Oo x T = 1528.69 cf/Ac Vt = Vs x Ci x A 2168.67 cf G _ STORAGE PROVIDED = 2263 cf 11 PRECAST BASE SECTION DATE B"Ruex��>Z A K T 6 gull. e94FacE / ..c REQUIRED ORIF'TCE �) - _ 4 (5 YR. STOR1i DESIGN) t7 /� �/n f (' DRAWN P� IT to - -- - - � ` � CHECKED AREA (A) = Oa / C x (2 x G x ;3.43 ft. )1 .5 = 0.0309 sf TYPE ' 48 MANHOLE A v t AFP ` DIA. (D) = (4 x A / FI)1 .5 = 2.38 in dis. Use 2 3/8" 0 Orifice /vTS L)FPl '� 'PUBLIC WORKS JOB NO 1-`�PI GAL COWTKOL D! GCHAlZ�E ° ''rSAN/T.4/PY) C�T`� �JF �08��TMENTi IV ST►ZLl CTU R - SI7 '� •�'1 ASTt`rl �-'�3 - E N I N z s SHEET NO u AA - DATE- 4 - �� D c t - Q 30 881� /OlS 2 o f 2