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Plan, Tentative APPLICANT 8/26/2019
V 9 E v S RINGFIELD UTILITY OARD SOUTH HILLS R S RVOIR UM • Map • Tax Lot i SITE PLAI .111 • 11 • 11 •�11 • 11 oil "V -1r TT '7 SPRINGFIELD UTILITY BOARD ENGINEERING DEPARTMENT, WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OR 97477 (541) 726-2396 CONTACT: STEVEN WAGES, PE, Applicant PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER PACE ENGINEERS, INC. 4500 KRUSE WAY SUITE 250 LAKE OSWEGO, OREGON 97035 (541) 597-3222 CONTACT: TOM FERRELL tomf@paceengrs.com SURVEYOR BRANCH ENGINEERING INC. 310 5th STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 - FAX (541) 746-0389 CONTACT: DAN NELSON, PLS dann@branchengineering.com POWER AND WATER ENGINEER SPRINGFIELD UTILITY BOARD (541) 744-3784 CONTACT: DAN NORLAND dann@subutil.com LANDSCAPE PLANS: 1-1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN L4.0 PLANTING PLAN L5.0 SOLAR SETBACK TF1.0 TREE FELLING PLAN CIVIL AND BUILDING PLANS: G1 TITLE SHEET & VICINITY MAP C1 EXISTING CONDITIONS AND LEGEND C2 SITE & GRADING PLAN C3 TREE REMOVAL PLAN C4 EROSION CONTROL PLAN C5 DRAINAGE PLAN C6 WATER PLAN C7 ROAD DETAILS AND PROFILE C8 STORM DETAILS C9 WATER DETAILS C10 TESC DETAILS C11 TESC DETAILS C12 SITE DETAILS Al FLOOR PLAN A2 BUILDING ELEVATIONS �l� ,�- 000205-�yP2 Stan �wew (hoard r AUG 2 6 2019 Originalubrriitial T( .� LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-23-19 ♦ LANDSCAPE ARCHITECTS SAIRES Z a W w } W �1 �ooQ�g wao��a w ZWClFx- a o n WZWWQm OD' yo '21 ,n V m O� zw ER � d W m x v w o¢ x x ��myz�= (p 1p w-'o=ooa W d Z F~ N W O W I— LL <w Q N O ni •� U irwz��x� gw-ow w>aW��g LtAx<C= zm�ow�: W Lu U) co s '►'� � � G !� O�azmj� 14. � d' i waw¢ow¢ �- =W=>=oma cn � a Jos"''m int T-& z- C ON Z O 1- _I tl. 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O o oil "V -1r TT '7 SPRINGFIELD UTILITY BOARD ENGINEERING DEPARTMENT, WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OR 97477 (541) 726-2396 CONTACT: STEVEN WAGES, PE, Applicant PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER PACE ENGINEERS, INC. 4500 KRUSE WAY SUITE 250 LAKE OSWEGO, OREGON 97035 (541) 597-3222 CONTACT: TOM FERRELL tomf@paceengrs.com SURVEYOR BRANCH ENGINEERING INC. 310 5th STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 - FAX (541) 746-0389 CONTACT: DAN NELSON, PLS dann@branchengineering.com POWER AND WATER ENGINEER SPRINGFIELD UTILITY BOARD (541) 744-3784 CONTACT: DAN NORLAND dann@subutil.com LANDSCAPE PLANS: 1-1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN L4.0 PLANTING PLAN L5.0 SOLAR SETBACK TF1.0 TREE FELLING PLAN CIVIL AND BUILDING PLANS: G1 TITLE SHEET & VICINITY MAP C1 EXISTING CONDITIONS AND LEGEND C2 SITE & GRADING PLAN C3 TREE REMOVAL PLAN C4 EROSION CONTROL PLAN C5 DRAINAGE PLAN C6 WATER PLAN C7 ROAD DETAILS AND PROFILE C8 STORM DETAILS C9 WATER DETAILS C10 TESC DETAILS C11 TESC DETAILS C12 SITE DETAILS Al FLOOR PLAN A2 BUILDING ELEVATIONS �l� ,�- 000205-�yP2 Stan �wew (hoard r AUG 2 6 2019 Originalubrriitial T( .� LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-23-19 0 ♦ LANDSCAPE ARCHITECTS SAIRES Z a W w } W �ooQ�g wao��a w ZWClFx- a o n WZWWQm OD' yo '21 ,n V m O� zw ER � d W m x v w o¢ x x ��myz�= (p 1p w-'o=ooa W d Z F~ N W O W I— LL ZV40�0� Q N O ni •� U irwz��x� gw-ow w>aW��g LtAx<C= zm�ow�: W Lu U) co s '►'� � � G !� O�azmj� 14. � d' i waw¢ow¢ �- =W=>=oma cn � a aViaai�¢�Otx-- T-& C ON Z O 1- _I tl. C) Q o 0 _o to C O N 0 I O Yep L.. O o r W Co JL o UJ w i M 0 C? r O O O � c%� / . ® 9 N J w 99 S o0 CD i I W � J J XX ca co Z i-- 1 p m� A ® iJ. (a c t4 (s) co) c 2 Revisions # Date Description m c (D .0 N 9CD N .m.. to Q' 3 Z m M IL o` c=i a a Ll ■ 0 TL 5100 LDR ZONING 818 WL Lw i00 00, X 954. \--- or N" C>' I 4404,177 PROPERTY LINE WASTEWATER MANHOLE RNV CENTER LINE EASEMENTx SPOT ELEVATION --------- EXISTING FENCE STM ---------- WSTM-- EXISTING HYDRANT EXISTING STORM EXISTING WATER VALVE ------- VSA* --------- W EXISTING SANITARY lak ,2e ���/ �f POWER POLE A TL 5900 O SET MAG NAIL 4 LDR ZONING 818 OJL or `�TL 4800 LDR ZONING 818 i5jL LLC TL 4700 -9'.�o LDR ZONIN0, 818 OJL LW j \ �_¢�F1� �\ \ \\ \ \ �` `�� �` _ ` �\\ _- 923 TL 4600 925 LDR ZONING TL 5800 95 N — — 818 OJL LLC LDR ZONINC, SS,7 1�&\L01? ZdNlNgT n I 00\- "960 -1111111, 818 Sn LLC \ \ __ \ZONINQ 925 940 S TL 100 2 19 945 — LDR ZONING 955- g6g, zz� C17T OF SPRINGFIELD 945 V7 '-- AG IL -07 -950 950 950 -9;0 - 0 �960 H& 3� 955- 955 CIV 975 -9"-0 955 " I 00�-' 9• 38 0 SET _MIATA H& Leve-, 5; 1! 960 DEW16 62\--QfQR0 -13'20-E 49.19 GATETL 00 Y' -N12 LOR ;F(-) C*4 Qa /� \�\� ( `�. \ SET& >< 98U -985 0 H&T-- 46--_ r- Sum` ' �` \ \ \\ �� . �`� \ f \ �� L 6400 Co -'rAR ZONING-- RAO 9,60 S C6 CIU=960.75 TL 3100 R �,w SAN- ...... W=9CU2 LDR ZOAW �W7 '\4 BREEDEN F N< x4 --12 SAN REVOCABLE 71 302 LDR ZONING \TL 6590 ILI LOR ZONDre, & SA 12„ X 4 96J.94et ti4 / / �/ �� =� a ATL 630a��-�a� a�',T ~Bhs `rj '` \ \ \\� ` \ ems\ \ \ J * k- ce Z::Z- VrrY OF-OPRIN LD == \\ � \ �' \ c \\\� \ \`~ \ 370 `so~ ® ! % l 0968,73 2002 989� 74 % 7 y ST-vz 1 G4 Z>1 /� //f// /%//! i , -i !.- -',ter -f- - -= --\ \\\\ \\\ lo, -� 1 = �\ �;'N 'xN S'7U x x XN TL 10 3 /Z '�IY OF\M� ZELL) S G Af�" V ''-'moi %'�-i- �,� Z/ 1 X _Ix 0JIL2�-' E Z/ IZ 11 -Sff 1,42-�W 8 \x xx x\ xz X, \4i X ��\�� \\� \ \ \ \ \ l�� \ \ \\ \ \ �� \ \`� \\ \\\'� \ `\ N X1000.4 X N X z LD 6600 1 LDR ZONINO LDR ZONINO WILLAMALANE Zzz --- \ Ner y op SPRINGFIELD mLl PARKS AN D Zz X NN RECREATION %DISTRICT V X z - ' -- I X- XXNN N --,-2 7T Inn X 9 \ NN N LDR ZONING - a8 022 Vrry OF SPRINGFIELD SE��T NN\ N\X X x \ \�` \\ \ \ \ \ \A x x x \x ---- ____ __._ ,,.. � � //i/ // / iii, �--- �„- -- �--�,..- ____ -� \�`� `�\\`\\\ \`\\\ \ \ \ \ \ �\ � - = ---- — ---_ ---- –� ... \ ...... � `�� \ � — =---- '''` //',, - // /fes //// '� / r /''/ �' -'' ' -� ~� \\\\�\~\��\\\\�\~ \ \ �`\�` \\\\\� -� �= =��` �\ \ \\ = 120� N X'\ 6 7� x 7T N x x x x x, N, N' xx x x ZZ N' X, — N N N N -1xx ZZ -\NN z N N N z ZZ 6= T-+f&T 1023 181.53 sET H&T CONTOUR INTERVAL =1 FOOT ® EXISTING CATCH BASIN A� EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE PROJECT TAX LOT LIMITS 6o" Date Received AUG 2 6 2019 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-23-19 L u u + LANDSCAPE ARCHITECTS + SCHIRMER AT SRE I Nida�a, 0 0) U-) OD Fnwmnwg 0 CR (1) V- uj Cf. co u - E 'j 00 fiiC C 8 ui E LL 7 (D 0 =0 ' Lu :5 00 0 11 1.- u- 0 f -..=>-=OW ui CoC L 0- 2 z � ca af < i.- 0 1-- TRE E--4 ON z 0 U) U. 0. 0 2 Z 0 CL Z 55' W ..0 O C) 04 CO> W Z LL. C)C) w U) 0 u 04 C) w I— C) 0 C? T =) W 0 C) co) 97 99 U) z mi Lu 04 04 9 9 OD 00 LL 0 -j0 0 -j uj U) x x z ca x tli W 0 m ca ca (a co) co) Scalp- V = W -W rmmL,.rmmwmmml 0 15 30 60 Revisions # Date Desaiption CA, E 0-Q 0 C:) m C6 C�l IL 10 10 1 0 1 n. 0 L u u .n TL 5100 LDR 818 -S�=Lu z TL 818 SJL 5900 LDR ZONING )��\C 9 \5 I z 10' PRIVATE UTILITY EASEMENT O FIRE DEPT. KNOX Buz. ON SLIDING GATE PROPOSED ENTRY DRIVE W WIDTH TL 4800 LOR ZONING PROPOSED WATER LINEr�Os�j818 ALL 30'-0" 730- TREE CONSERVATION REI'AININGWALLS 0 - EASEMENT FENCE PROPOS 30- TREE CONSERVATION TL-4-700-- 31- xl� -,930 EASEMENT LDR ZONING 818 $JL LLC — 923 TL 4600 ASPHALT PAN 'N\ 925 LDR ZONING 818 OJL LLC — 71 5800 IV LDR ZONING 11 '9 A19MI 926 818 LLC 0 6000\-\ -,5' AT ry GRAVEL 930 101 PUBLIC WATER UTILITY �ONIN� EASEMENT -PAVING SPRINGFIELD UTILITY BOAR d- 'OPOSED N, 4 PUMP STATION 9J5 3W TREE CONSERVATION 940 -\V EASEMENT TL 100 .9 5-4- 945 - LDR ZONING — CITY OF SPRINGFIELD __ 970- 70 - C3 5;9 E E -j-VARIABLE WIDTH PRIVATE 955- EASEMENT 955 4 = -975 6 T -31- -J �Z, gA�04W ROPOSED ELECTRICAL PA7�j -P SERVICE ------- IYQ MAIN -T z�JJ LDR z 4 ZQNUINq .s,__...._SPRINGFIELD UTILITY BO D rS F T' �W 9 EXISTING FENCE E hoci, A. IV UTILITY 4 ---1<L6R ZONING- Rid. 9 RD CB SPRINGFIELD UTILITY BOA CB RIU=960�75 8.SANRfY=960.62 TL 3100 LDR ZONING --�12 BREEDEN FAMILY TU, Z, X TL 302 REVOCABLE TRUST $ N LDR ZONING SPRINGFIELD UTILITY BOARD 65ma \TL zo 12' SPRINGFIELD UTILITY BOARD EXISTING RESERVOIR 9 X x 4 b, 96,' w, 'N El 963� S -V —7L fj;IUU-- k OF ioxfiib� Cm -$FRJN0FA 970 J/1 5 Lu:j 968.73 zz— --4> zz� J J4 X 3 1j� � �J j ��/ // ��1 / � /� �i'/ ./�/' /�/ � '"i / // -____. ----- .� -.. `-`�.... ��� � \\� � � � `� �,qy0' FW 101, S XCVY OF OP7D FIELD VO ,�%�, �;; /fig /i /i-- ` �\ \'� �'� t9l X, Z Z Z zz Z z TL 401 X� LDR ZONING "�x LOR ZONING TL 6600 1 Z/5 PARE0 AND zz z z z N\ CITY OF SPRINGFIELD RECREATION DISTRICT NN Xx X,\� x r /f / O / /�/�/ �/�i // s - -- `��\��\�\���\\\ \ \\\\� \ \�100 N LDR N M N N, N CITY OF 01.F&LD --�X N N N N NN \\c X N, X, N N x N X > N x Nx ZX N N, N " I J, F.11 mr.rIT, I f ANA III) MAP AND TAX LOTS 18-02-03-00 - 302,18-02-03-10 - 6000, 6100, 6200, 6400,6500 ZONING: LOW DENSITY RESIDENTIAL (LDR) AND URBANIZABLE FRINGE OVERLAY DISTRICT (UF10) 14404Nk EXISTING ELECTRICAL SERVICE EXISTING WATER SERVICE EE PROPOSED ELECTRICAL SERVICE IAN W VV PROPOSED WATER SERVICE -------a PROPOSED FENCE 0 PROPOSED CATCH BASIN P9 EXISTING CATCH BASIN W/IYC EXISTING FIRE HYDRANT EXISTING TREE TO REMAIN EXISTING TREES TO BE REMOVED 489 PROPOSED STREET TREES AND SITE TREES CONTOUR INTERVAL = 1 FOOT PROPOSED CONTOURS CONTOUR INTERVAL =1 FOOT PROJECT TAX LOT LIMITS PROJECT LIMIT LINE NOTE EASEMENTS AND EXISTING UTILITY LINE INFORMATION TAKEN FROM OTHER SOURCES AND ARE APPROXIMATE ONLY- FIELD VERIFY of o?, Date Received �Ifl�n AUG 26 Luij Original SubmiUal LA" USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-23-19 ZU) + LANDSCAPE ARCHITECTS + LU LU aq <4 1< p .1 �x RA 2 Zy0 1.00 W (D 0)o 0-M 10,u0 LL E C44 Z5 ZE, 9 ui (D VZ E ;5 rT U) 0 = w M CL o° nz~max T.&4t? 4 TRE E--4 GON gq A PL -1 AL Z 0 CO) C:) CL Lr. o ii 0 0 in C) Zo Zo EL o W C> J C! W(0 C) C14 C) I-- C) C) ce) z00 99 j 04 04 LU 9 9 00 CO LLr V- 0 0 x x W ca Ica 0 -0 C C: 0 IL 0,0 CL CL (a ca CO) (1) AN scate- 1"= 3(Y -O' F-- 0 - 15 30 60 Revisions # Date Description E d, C>di Go NZ co of ib = CD E Z n. Q v o [L L3mO ZU) '1z Qom\ 111 r TL 5900 p` �ac� I LDR ZONING E r y I sy 5 818 SJL LLC 4 y� FIRE DEPT. KNOX BOX ON SLIDING GATE 1 \ i f PROPOSED ENTRY DRIVE 16' WIDTH 3) BLACK TUPELO TL 4800 I `�'� .'IV /% � / � _�- �`� ~1� �A, \ � \ �y� � LOR ZONING PROPOSED WATER UNE (32) LAURUSTINUS 818 S.IL LLC RETAINING WALLS PROPOSED STREET TREES, \ ,°�* FENCE �\ \ \ a\ o -- _ °\ \ i TL X00 -9. '�\ � \ LDR ZONING '--� 818 SJL LLC TL 4600 925 — LOR ZONING I TL 5800 ASPHALT PAVING \ I \ °\~ ~` - 1 ``-~ _818 SJL LLC ` l I - LOR ZONING '` y � TL 6100~"-- 818 SJL LLC . K ZONING\ \ \ --~" \ __ _ ` -- - g • TL 600U _ ' — - z5 : 'GRAVEL` `\ \ �.� ' 9� x \ y°R ZOIVIN� r - ssII q 'PAVING \ a y Fye - SPRINGFIELD UTILITY BOARD G `` PROPOSED y��a ¢ Q PUMP STATION�s� (3) BLACK TUPELO` \ \ \ \ __935-- X\- (4) 935 a` \ 'may ---- "-- --_.e. ``" --., -,. 'a •a '�.. TU4 AUTUMN BLAZE RED MAPLE RF BENEATH- SOD ENTIRE \ \ •" X96 \`�-- -- �' ^ `" �` X30 \ PLANTER STRIP �, _\ \`� �- 940 TL 100 ! F '° \\ _ LOR ZONING (97) PRIVET HONEYSUCKLE } \ \ 4 0 \ ' - - SEED ALL DISTURBED AREAS WITH A \\ m ` \\ °. 945 - - NATIVE GRASS SEED MIX APPLIED AT CITY OF SPRINMPELD J `' \ \\ I ` \ _ \ a a ( ) 4 . SUPPLIERS RECOMMENDED RATES- - J 39 LAURJUST€NUS;` �. SEE CIVIL FOR GRASS TYPES \ -97fiz"(6 _ \ \ SEED ALL DISTURBED AREAS WITH A �`�� < R / NATIVE GRASS SEED MIX APPLIED AT -. a 955 -�— \ \_ _ SUPPLIERS RECOMMENDED RATES / \ \ \ 7 t SEE CML F GRASS TYPES -__ sss ` \ �- co TO - ra \ ssII _ PROPOSED ELECTRICAL ACC�SwS"'•-.: SERVICE oEtra = s ague '� ... ` s-�� _TL 6200 sem` `` 0 --_ORDrN� J. 20144: 0- 0 -. - - '1� 1s carE LDR ZONINGS- `� SPRINGFIELD UTILITY BOARD \ \� 960 -1 10' UTILITY EASEMENT /.\~ �\ _ �`LG �`�\\ �� _ _ - __ EXISTING FENCE E 6cc`'c -,,TL 6400------, ` t SPRINGFIELD UTILITY BOARD �� w � \ / d •.,,.\\ ,, �p� �� '. '®`l � � � � J '�. \ �\ ('�-e. ` TL 3100 \ a2 STU � � �4 / ql �\` BREEnEN / 1 �y - SoN _ I \ ��� \� �\ \ �`y \ i� / \ TL 302 REVOCABL \ --- f t t '- _ �O �``.. ` \\\� �\ �\ \ \ ° \ / \\ �� LOR ZONING . - - sTx�f-- 3 / y `\ �\ \ \ \ \ \TL 65 G % SPRINGFIELD UTILITY BOARD E / SA ZONING 1 sT SPRINGFIELD UTILITY BOARD ( 1 9Ss EXISTING RESERVOIR j ; � /` ,,s,,-_��-`'"' �! �____=-��---_ _ _`-�'.1--_.- tj � ~�`<. \ � `".\ \� `�'\y,�y0 •`� . �� ��y�, �` � �''�,/ �y 1 y4,`' \ \ l � .. r 6-30T..,\\�\ \~ \• `� ~ /� F \ ?" � \ �� � CITIt' OF-�I'RIX.G� SEED ALL DISTURBED AREAS WITH A NATIVE GRASS SEED MIX APPLIED AT LEJ [ SUPPLIERS RECOMMENDED RATES �� ��/l //fj /%/ /, /� / =� aa~�i 659\ T.\ •�\\�� \1 SEE CIVIL FOR GRASS TYPES ,\�\\�\~�� ell /`�°� \� \ \ \ `� '° l x ��T4, /,� //r ,,,� ,fj f '�/.�'/ // ,,'r,� ,� !— '-' '= --- ...-- -- — ✓. ._.. � ��., � `\ \�LDR ZONING \ \\� �,y. � J,�;�' `� `� \ � \ � � � \ � \ �\ � \ y\� \ � �� CITY OF SPRING LD \ Ic \ o \ \\ \ \ \ i�/��i z j �/ moi, -' — �� �\ \�` \`� \ Z-,-, 9 Q •� ZZ TL 401 z`��� r / ✓ a' \ \�\ \ \ \\\ �o \ \ \ TL 6600 ` \� - LDRZONING E / -! // -`\\ \ �\ \\ \i \` \ \ \\� ` \\LDR ZONING \ �/ / / �- --' -- ` ` �y \ �y \ \ CITY OF SPRINGFIELD a PARKS AND �� �� I '� RECREATION - -� ,,ear''/% //✓r '' j fr �i / � � ` / / // /% �-'/ _- i' moi- `"-`' �` �" \ �\* ��� � � � � � ~ ~ `~' �\ \ DISTRICT \\ \ \ \\ \\ \ ` ` \\ 100 1\ \ \ \zz \ CITY OF NG GFIELD III fl- 4 LTf 17 E-- -E---- PROPOSED ELECTRICAL SERVICE VV Mf— PROPOSED WATER SERVICE �— PROPOSED FENCE ® PROPOSED CATCH BASIN EXISTING CATCH BASIN ,S,xC EXISTING FIRE HYDRANT EXISTING TREE TO REMAIN EXISTING TREES TO BE REMOVED PROPOSED STREET TREES AND SITE TREES CONTOUR INTERVAL =1 FOOT l -- 489 --.___.--5481 PROPOSED CONTOURS CONTOUR INTERVAL =1 FOOT PROJECT TAX LOT LIMITS L PROJECT LIMIT LINE LANDSCAPE STRIP REQUIREMENTS FRONT YARD -144 LF. X IV SETBACK= 1,440 S.F_ 2 TREES AND 10 SHRUBS PER 1,000 S.F. REQUIRED= 3 TREES AND 15 SHRUBS REQUIRED AND PROVIDED SIDE YARD (NORTH SIDE) Ill L.F. X 10 SETBACK= 1,110 S.F.- 2 TREES AND 10 SHRUBS PER 1,000 S.F: 3 TREES AND 11 SHRUBS REQUIRED AND PROVIDED SOUTH SIDE YARD AND PARCELS BEYOND THE PUMP STATION ARE OWNED BY SPRINGFIELD UTILITY BOARD AND ARE UNDISTURBED PLANT LIST Botanical Name f.71^a 41Aoerrubrum Autumn Blame' jAutumn Blaze Red Maple j2" cal. I 9 61Nyssa syhatica iBlackTupelo 2" cal. Matched, wenlybranc hed — 1 7111tbumum tinus ILaunrstinus Mbumum 142" fit. I 1 96 Lonicera pleata (Privet Honeysuckle 13 gal. VIBURNUM REQUIRED TO BE 6' HEIGHT WITHIN FOUR YEARS OF PLANTING TREE PLANTING DETAIL TREE TIES Grow Straight or approved TREE STAKES Stake 3 sides 2" x 2" x 24" hardwood stakes PLANT SAUCER Form 3" rim 4o r ' ,( \Qs, PLANTING SOIL: — ` REMUS TREE -N -SHRUB PLANTING SOIL OR LANE FOREST PRODUCTS GARDEN RICH UNDISTURBED OR COMPACTED SUBGRADE 2X diameter A GUY WIRE SPACING _ MULCH: REMUS FINE MULCH OR LANE FOREST PRODUCTS BARK DUST IMPORTANT: Root crown to be a minimum of 4" above finish grade. — SOIL BACKFILL Fill halfway and water thoroughly before backfilling. — TREE PEDESTAL Prepare soil base to prevent settling RECOMMENDED RATES. SUBMIT MIX FOR APPROVAL. Date Received AUG 2 6v}r LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION &23-19 NOTE: of rootball REMOVE TREE TIES AT ONE YEAR WARRANTEE 1 PLANTING REQUIREMENTS 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. z 2. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO S 1 k F gwi EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A ,6m MANNER APPROVED BY THE GENERAL CONTRACTOR. �? 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO =o"oo�Z REMAIN FROM ABRASION AND COMPACTION. 5. PROVIDE SUPPLEMENTAL IRRIGATION FOR ESTABLISHMENT PERIOD OF m ¢E-wz oaaac� j3 Co STREET TREES AND SITE LANDSCAPING. 0(b 6. PREPARE ALL DISTURBED AREAS PER CIVIL PLAN. SEED ALL DISTURBED 8 W zW AREAS WITH A NATIVE GRASS SEED MIX APPLIED AT SUPPLIERS m RECOMMENDED RATES. SUBMIT MIX FOR APPROVAL. Date Received AUG 2 6v}r LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION &23-19 f LANDSCAPE ARM _TECTSSCHI -!- I 1 SAT R — z a W w zooawa =o"oo�Z ¢= -I,>. O'd m ¢E-wz oaaac� j3 Co 0(b 0 nED � 8 W zW m aao=soa W 1 W Co 1'- ..� o�uziawirw QUQOZWiY I_Jtto Qoo o N coZ r"N �� W�o� N V Lfl w��w ri zwvWivoiwa= 2"! Z,6 fn W c � y+ C j j��zoo omQZ�zFo z IQ- G {L N W W J — 4) W N~�Cr OLL1'-Y s=oma CL aoM CDP • ATRE E--' GON Z ca Q. ® o �y o to � Q o �y li ® o C) O m Co 0 >N O co Q T � O W o J O a W 00 W= V) (0 1� V ii U) ® C; C; M t j o7 0 Z r: J W o 0 ® Cbob LL Z -- = � x Q '0 Z co Fes— F 000)v + m CO) N scale: 1'= 3(r -a• 0 1s 30 60 Revisions # Date Description ID m E `m oC U "° N GO �jo m m (n W 3 Z m mC a O U INS 0 1 d L4mO I., f 100 LDR G l `5 818 SJL \ *6' $ / \ �� Jam\ �S3 10 PRIVATE UTILITY EASEMENT A � \ \., ?' TL 5900 4, 4 LDR ZONING4�4`\ 818 WL FIRE DEPT. KNOX BOX ON SLIDING PROPOSED ENTRY DRIVE 16' WIDTH t TL 4800 PROPOSED WATER INE '\. >' s� �' � � \ \ ti818 S L _ ZONINGLOR \`�' \2 92� 30'-0' -- 30' TREE CONSERVATION RET�AININGWALLS EASEMENT fff I f FENCE \ \ \`� \ �, 4 PROPOSED STREET TREES j �� \ \ a \ \ t ' \X30 TREE CONSERVATION TL 4'l0UT EASEMENT _ LDR ZONING ' 0 818 S+JL LLC l� 2 TL 4500 _ ASPHALT PAVING • \� ^�'` \ \\ — s2s LDR ZONING �\ j\\ s— _ ® _ __ -__818 S'dL LLC TL 5800 �, \ /'��: _ � __._._ ~1 10'-0" LDR ZONING �^o tt'\ '' °. �G' \ ��\ `� _ — e._._ — 818 SJL LLC �' r• .;. �Q- �. 5000 �3s ~ sn� �o s s25 `GRAVEL ROOF PITCH: OQ ti � LDR ZOIVIN 9 __ \ I 10' PUBLIC WATER UTILITY �i t 'EASEMENTPAVING a12/4 SPRINGFIELD UTILITY BOAR _ PUMP STATION SHADE POINT: TREE CONSERVATION `^ EASEMENT _--_ a ^'`.- '`•... \ \ \ `'.. \ TL 100 94 5` , ''~ `~' \ \ �---._t `•`'"__ _____ -_.__ -____ -- '- --._, ----- "'-'\ `"" \_ '\ '\ \, '\ _ `stpFY 9 J �_ a \ ' - X946- LDR ZONING 95,5- CITY OF 970—j - 970 70—j970 VARIABLE WIDTH PRIVATE .Gti \ \ P� \ \� ` 955- EASEMENT�_9,7 ATH,.. TpCR�s- `� �g -PROPOSED ELECTRICAL _ \ 'S''~ 6O / _ _ �/. SERVICE ` \ -_� 6200 ZONINt f SPRINGFIELD UTILITY BOARD SET N 41- \ a� ��,�>� \�..�`k�� � � ` �. : 9 EXISTING FENCE 0 E X10' UTILITY EASEMENT' r5 ° ✓ _ /\ f �\~`Z 6_400 RIV-9 Q6 SPRINGFIELD UTILITY BOARD o�� t / \ G8 �` . ' GB Rr�A=ssa.�s .,,.;.:.-. TL 3100 f 8" SAN- / h It2" sTrl ~'S 41 -� � `\ \ L �`Jt\ \� \ \ �\ \ \� � Pe / �\ LDR ZONING 12" \ -- ss s\ \ \ BREEDEN FAMILY %�`\� �\�` 4 TL 302 I REVOCABLE TRUST �a`'' �� `� \\\~ \\~sF \\\ \ \ \ \ / \� o LDR ZONING I ST / \ \ ETL 6500 l �. /� \ _g,> S/ �` s \�\ �Nj ��\ \ \ ` LDR ZONING c5`' \ SPRINGFIELD UTILITY BOARD _ _2" ST{ j_ d 0- SPRINGFIELD UTILITY BOARD �c EXISTING RESERVOIR o \ 10 ,.moo"-- �i / -___r--.✓-' _� i - "� \%r, �''/r—'---�--- �—'"— -` �— ` '' — ..`-- € . '�`/- ry .r,\\. \. \\� ,�Q '\ ®�y+\ • ACV \ \\ .% �o �.. ..lf . i-` TL 5300--.. k0 0 •€� �.E / I /---..LDR Z(i CITY \� ? J a OF�YPRWGFIELIl �` \\\ \ ~\ \�\ \�\ \ ~ \ flX 1\~\� x Lai zy ~`9\: ``\' `\,, -`'• { r� \�\~'\�� ` S \,�\,�\\\\�K:::- � 1 \ `��� \\ `8II \ •,� .,�.s� \ 0 1 E; { j �\ \ _ ��\ \\ \ �y. rr_' -- \ \ \ \ `� \�` - _- -_ \ \ \\ \ TL 1 ov �� �\ ,\ \ \ \ / \ \ \ t�\\ \ \\\ \\ \ �� CITY OF ti RI�VG�F Z fir' I \ % \ �`' ` `1 \ \ \ \ �\ '3 `\ TL 401 � f/ / �/ \ / �% /�/� // /' i s\��''` \ \ \ \ \ \� \ \ �` \ TL 6600 LDR ZONING f LDR ZONING \ \ WILLAMALANE CITY OF SPRIlVGl?'IELD \ �a PARKS AND DISTIUACT TTON Z� \\ \\ N \ l \ \ \ 100 %/� ff \\ ,// f / r \r/\ //✓�% //�/� \- - -'"�\~ \�\\���\�\� `�\ \\\\\\\�\` \�` \ \\ \ CLDR ITY OF NG GFIELD XX \ Ix Nx xxNI N \ mi X11MA179, I�1 MAP AND TAX LOTS 18-02-03-00 - 302,18-02-03-10 - 6000, 6100, 6200, 6400, 6500 ZONING: LOW DENSITY RESIDENTIAL (LDR) AND URBANIZABLE FRINGE OVERLAY DISTRICT (UF10) LEGEND EXISTING ELECTRICAL SERVICE Vw EXISTING WATER SERVICE PROPOSED ELECTRICAL SERVICE PROPOSED WATER SERVICE PROPOSED FENCE ® PROPOSED CATCH BASIN 99 EXISTING CATCH BASIN WC EXISTING FIRE HYDRANT EXISTING TREE TO REMAIN EXISTING TREES TO BE REMOVED y_ 489 PROPOSED STREET TREES AND SITE TREES CONTOUR INTERVAL =1 FOOT PROPOSED CONTOURS CONTOUR INTERVAL =1 FOOT j PROJECT TAX LOT LIMITS F Z PROJECT LIMIT LINE V NOTE EASEMENTS AND EXISTING UTILITY LINE INFORMATION TAKEN FROM OTHER SOURCES AND ARE APPROXIMATE ONLY FIELD VERIFY SOLAR SETBACK CALCULATIONS: ROOF PITCH: 12/4 SHADE POINT (ROOF EAVE): 164" (15.33) SSB=(2.5 X 15.33)+ 138/2 -75 38.32+69-75 38.32+-6 SSB= 32.32' Rt CON Sly-1OV m0_05--Nn— ,01 � t it fit. Kcaw toj 6 P H4� �-,e, d t� �i ! i }� 60ax2 AA rj Date Received UR § {'y 1 o 2 t'91 CJriainal SubmiUal MA LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-23-19 Z, u ♦ LANDSCAPE ARCHITECTS ♦ SCHIRMH �SATRE.. Z 0 W F V J w ¢ ZW��=ir ;;j d U) -4: Q mc�pmz ,m SCD LL (COO � O � �n.wmOmg oocozw� _ fit' LU m Ln aaomo�+-a w-'r=in0� 0)X n ze-�-mwo ¢ W CD E- -I=- r Q C E O J Z Z F N y N O ai et U(D irw���0u�i ILD "t m gm a`ww`�Fao us VI i O i2<ie +-� E 2: ~ �y f- ::� to „� �X W ¢Ow= W W�1w-=m m U a mui=oar-� rs 0 acaco F 5000 w co n. ovim�¢�o� s � ATRE E-1 GON �Aq z 0 CO) IL Q o o N co —Q m a 0 S N :r} o Q 0 � W :)0 , Ww 0 co j 6 `j N ttgtttttt Co Co LL Q == t91 99 r Z IT IT ® �r_ O o. w c N scale: V = 30'-W 0 Is 30 60 Revisions # Date Description 3: L d. •� V 1= Ch � � CD co 3 z 'p m L5mO Z, u ."z TL 5900LIDR ZONING Q� 4 818 SIL LLC 1 \ \lb \� TL 4800 LOR ZONING 818 SJL LLC p \ TL 4700 N 93p \� LDR ZONING LLC ` 818 SJZ \\ \ TL 4600 91 LDR ZONING C? F� O� \ \\ \ \ NIN•� 1\~ \\ 925 — G TL 5800, \ --- ,< \ \ \ _� -- ._818 SIL LLC LDR ZONING ! ``\ ° 6100` \ \``ti\ 818 SIL LLC R ZONING\ \ \ T 6000 mss 1 ` \ \ �- __ 925 LDR \ZOj1iING \`�.,{'` --.__ n 100 LDR ZONING CITY OF SPRING IELD 7' Rl 0 1� \ `-'` g5fi a \\ _ �~ — sus �f�j({ f .. ' . i�` �'A ' v 4' _! \ \ ,, �^.. �� '`•-� -�� _______ '`_' ---- --`" -`-��b ---_._ _-____ --._. _-- ------ ------- --_". '-.. "'„- ~""�,`~.', "`�- "• `40 `'^"-� `tee. 950 1 � r - -- _______. ---_"• --_ \ �`� -tea- \ ` ,, �`�\E �.., �k -- -- __---- "__- � ____-- ___----`..-```— `= .� g�Q .� � O 955 _ _ ° -975 �� �� s55 \ — 46� 9115 0 ` g%S \` �\ �,av ( ` \ \ y I � f \\� \\ \ �� •` RR tls 45.06 �7 , 966 - _ --------- _ 4 �\ o --'�� __ s %' / LDR ZONIN` \ \ �'' �� �`-.rvrrriza�" 49is=�� % BTS, CQ ET _98 \ r _ 985 tSao f �' �\ �-,, Tn 6400 `t' g r 8VV d ``� `� .\LDP z0- mNG iu:9 aour 1 \ o$ °ark=asa.7s LDR f/ TL 3100 ✓r// : 8 S °'o� e - `� \ ar \\ a \\ \�� BREEDEN FAMILY STU ,� \ a f \ �-- �\�� TL 302 RE{�Oe"LE TRUST / q� \ \\ \\ \ \ �\ ��o \ % LDR ZONING 3 \ I - l�/•g `- '2„ i ATL 6598 f ' ° r „ ST � S,A 991.80, 9ss Al 963. �e� e a TL 6300 26-NI-N-4- rn s �\ - LDR "'\ `�� e, \\ \\`�` \� ��\ - -� -- CITE' OF-0FRWVFlFLLD _ \� 976 L �}�f%f p} ' /� �1 a �a lR it o Ci 988.73 f Jj z \�` I f f f f ," ,, �..,/,-/ �/f,,..,,- - j /./ ,,.-'-• --' ! ''--,e' -'� =-t ..� � � = - \ �`= �'\\\�. � r�j c� r• `s�`'•.� ��,,,\`�\"� ^:.-...... == ���``` �``''\ 9,$ \`\ ~-\. \ ( /✓ yi • C,i�t - .ter \�\oil . S'•,�`� , ; `� ,�."`^', '"`^a"` '� _"�, �.\�`,. �._ -\ 's` \ ` ( f �STM \ f% � //�%�/ fffj/ �j f/ / // �,, f /" ..--' i / ✓ -.." � ..� �-� \��-.._--�,,�.\\\ �� y`-____ --_--_.. � \ � `�` `..\'```:� � �� �\ l � 1! � � l %, /'i•' f fi - ' / `-� - ,``� \\ \ \ \ \ s>, 10 8994.4 Rt =?.v.sr� \ \ \ o f "/ / / � %/ /r/ �~ \ \�CITRY OF �P ING LD1 -4 Z-',- -`— - — - -�-� �\ �` \\\\� IV /// / /;- f ,--,� �� �i // /� /' /�/ /� f - TL 401 LDR ZONING i %/�-�'� \\ \ \ \\\\\ \ ,�\ \ \ LUR ZONING fL WILUMALANE /// n ��f f �f !�!v \\ \� \\ l\ \ \ \\ \ \~ \ 1 \�eITY OF SPRINGFIELD °moo \ PARKS AND DISTRICT ON ,,-%� l ' \ \N 100 LOR /x/! �j�%f ��fes/' i ~\\��\�\\\\ \ \ \ ` CITY OF GFIELD zz `— - - xz f f f f f f ff ff , f \ f f f f ,%, ,f \,�\\�\\ \,\\\\\\ ` �1- _ — `�� �- — \ \ \ A EXISTING TREE TO REMAIN EXISTING TREES TO BE REMOVED PROJECT TAX LOT LIMITS Z� PROJECT LIMITS Li `�- CON Si --e ?kom tze-vc e�1 Date FZ ceiv AUG 2 5 2001 Ocigipi ' M 1 -- LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUMON &23-19 ®_o ♦ LANDSCAPE ARCHITECTS SCHIRMER t AT E I z D W w F it p O F D K K �a 51", , xpx r d In O ' z ¢ us {- Q w (p ''��Qoam W Y W U W J 0 W Oxpzwx C "T W m to nzf-F-inwo CD QooW��� LU w H _u- zo¢o° Dr Q N O O E P:- w tJ3 cv d' "he0 w> a Wx g zwWpw�� m a�-,:g Lu � n% � LLD d.Y.1 '-'t ow�z�Zx w Y� W J T• F- Z_ � ICI 0 Y ATRE ON �N l".P Ag Z 0 cc a G O CDCLto m Q Q O J O ® oD c N c U CI CI w J co W 1�- C, co J V+ o0 ® A J A UJ —s 9 N W 99 00 CO _ um Uj J J W H r`� F- IIx cc o a CM ca ca 0 ,5 30 Revisions # Date Description m 44 c E N � a E� 3 Z 'p m o`. o v o o- TF1 ■ 0- 0 N ¢ 3 .6 i O, CD 00 i i - Ed Ed to C� z ix w W z 0 z w a U c m E . O I- CL E m U) C O 0 Q E 7 Q. vi a 0 m D m 00 a in F 00 W 00 C2 a: Know what's below. Call before you dig. NOT TO SCALE S RINGF1 LD UTILITY OARD SOUTH HILLS PUMP STATION .=1 mumo4rm-1 �W"jg] ;19 AUGUST 2019 Site Plan WATER DIVISION 202 S. 18TH STREET SPRINGFIELD, OREGON 97477 PH: (541) 744-3728 CONTACT: STEVEN WAGES, PE Sheet List Table SHEET NUMBER SHEET TITLE G l TITLE SHEET & VICINITY MAP C1 EXISTING CONDITIONS & LEGEND C2 SITE & GRADING PLAN C3 TREE REMOVAL PLAN C4 EROSION CONTROL PLAN C5 DRAINAGE PLAN C6 WATER PLAN C7 ROAD DETAILS & PROFILE C8 STORM DETAILS C9 WATER DETAILS C10 TESC DETAILS C11 TESC NOTES C12 SITE DETAILS Al FLOOR PLAN A2 BUILDING ELEVATIONS m CO ti N LO C C C> Cno mCo N �M E U i CD Y0C„j m oYxto y cm> d�-J c2 :U CL PROJECT ENGINEER: PACE ENGINEERS, INC z 00 = z 4500 KRUSE WAY, SUITE 250 U Q Z � LAKE OSWEGO, OR 97035 CC O oQ 3 (nz CONTACT: TOM FERRELL, PE m Q O PROJECT ENGINEER: PACE ENGINEERS, INC CA O 4500 KRUSE WAY, SUITE 250 LAKE OSWEGO, OR 97035 CC PH: (503) 597-3222 CONTACT: TOM FERRELL, PE PATRICK MURPHY, SE, PE PROCESS ENGINEER: SPRINGFIELD UTILITY BORAD 202 S. 18TH STREET SPRINGFIELD, OREGON 97477 Z d) x co CO PH: (541) 744-3728 = N z � Q r 6 CONTACT: STEVEN WAGES, PE to 0 '� z a w o m z w Ld ¢ F - w ELECTRICAL ENGINEER: OS ENGINEERING QLli Q ,= o 1919 LAURA STREET cvi� a a w o SPRINGFIELD, OR 97477 PH: (541) 393-3345 CONTACT: JEFF TEEL, PE LANDSCAPE ARCHITECT: SCHIRMER SATRE GROUP d' 375 W. 4TH SUITE 201 0 EUGENE, OR 97401 � PH: (541) 686-4540 Q }— CONTACT: RICHARD SATRE, LA Z s > W —� W F-- W O j �'- S`��e, d ecd u,fitr t3or , ate Received ZA AUG 2 6 20,11 Original Submiftial��_� CU J � SEAS: SURVEY PROVIDED BY OTHERS: THE BOUNDARY, TOPOGRAPHIC INFORMATION AND MAP FEATURES SHOWN HEREON WERE PROVIDED BY THE CUENT.I. PACE CLAIMS NO RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS NOR ASSUMES ANY LIABILITY FOR ITS USE. BID SET THESE DOCUMENTS HAVE BEEN REVIEWED BY: i NAME: DATE: s r� L SHEET: 1 OF 27 m C 0 t C 0 m Cq 0 d Q o� 0 N CO 3 Q CP 3 B C) W 00 00 00 a / W W m cec� z w W z 0 z w a a U m E m 0 E 0 0 Cn CL E vi 0 0 m a m rn c U) Go m OD / 00 CB RIM=957.41 10' (NE) OUT: 952.10 10' (SW) IN: 952.12 CI W/MH RIM=957.91 10' (NE) OUT: 952.12 WW MH RIM=956.96 8' (NE) OUT: 947.90 8' (NW) IN: 948.05 8' (SW) IN: 948.06 STM MH RIM=956.36 12' (NE) OUT: 951.00- 12' (SW) IN: 951.16 12' (NW) IN: 951.14 WW MH t RIM=968.34 t 8' (N) OUT: 959.53 l8' (E) IN: 960.04 t 8' (S) IN: 959.99 t STM MH t RIM=968.70 12' (N) OUT: 963.07 12' (E) IN: 963.29 t 12' (SE) IN: 963.16 t 12' (S) IN: 963.30 12' (SW) IN: 963.18 t � t � STM MH RIM=983.13 12' (N) OUT: 977.45 12' (E) IN: 977.64 12' (S) IN: 977.49 -; 12' (W) IN: 977.58 a WW MH RIM=982.36 8' (N) OUT: 973.63 a 8' (E) IN: 973.82 _ - 8' (S) IN: 974.47 CB RIM=982.08 "' 10' CS> OUT: 978.23 S CI W/MH RIM=982.63 CB - 10' B -10' (N) IN: 978.23 0 RIM=983.09 10' (E) OUT: 977.95 10' (N) OUT: 978.80. 10' (S) IN: 979.02: l CI W/MH RTM=9Sq_nn Az � JO titiZRz2 10' PRIVATE UTILITY EASEMENT 1_ 4 \-�� -`------ ( 130' TREE t LEGEND: PROPOSED ASPHALT PROPOSED GRAVEL L Z ti W N GC, CC � CO Co cN E arch � v cv OM C m � 4i j U O W J Q .0 Q SE) - - - - - - - - - - - - - - - PROPOSED SIDEWALK PROPOSED PLANTER STRIP PROPOSED STORM LINE PROPOSED WATER LINE RETAINING WALL PROPERTY LINE ( P ) - EXISTING SETBACK LINE EXISTING EASEMENT LINE m W - - - 960 - - - EXISTING INDEX CONTOUR W EXISTING INTERMEDIATE CONTOUR W PROPOSED INDEX CONTOUR o - -' - - - - - PROPOSED INTERMEDIATE CONTOUR § EXISTING CHAIN LINK FENCE m n -0-0-0-0- PROPOSED CHAIN LINK FENCING z H H PROPOSED WATER VALVE RM EXISTING WATER METER w D4 EXISTING WATER VALVE Di PROPOSED STORM CLEANOUT PROPOSED CATCH BASIN ® LIMITS OF CONSTRUCTION EXISTING TREE (FIR/EVERGREEN) EXISTING TREE (DECIDUOUS) EXISTING TREE (FIR/EVERGREEN) z TO REMOVE O EXISTING TREE (DECIDUOUS) TO REMOVELU so EXISTING STORM ss EXISTING SEWER m EXISTING CATCH BASIN PROPOSED CUT 1 -- Cm CLa W PROPOSED FILL r - x a> - - - EDGE OF EXISTING GRAVEL ROAD o °' CO 0- - _ \ z Q EXISTING DRAINAGE DIRECTION 0 z° TPROPOSED DRAINAGE DIRECTION SITE SOIL CLASSIFICATION: SOIL TYPE SILTY CLAY & SILTY CLAY WITH SILTSTONE 0 15 30 60 HORIZ. Scale In Feet Know what's below. Gail before you dig. Vl\k, �q 000a�5- � P� -e Pta kvim Date Received G 2 5 E' t Q o m W ¢ t - W z W W z z U) W w n 0- SEAL DRAWING NUMBER C1 SHEET: 2 OF 27 0 a C 0 n 'a m 0 Q^ 0- N 'd- s- I rn O N (O Q I m 0 0 E vi a 0 m a v m w rn 0- 00 00 m co i r•7 j px. 20 h \ 15 1 /� z t t 1 7 • • ♦ e t I or ♦ t +•♦ ♦� ♦ O t </ � zz "= 2 FT WALL �0 BW=953.00 �4 L SITE INFORMATION: PROJECT SITE AREA 21,158 SQUARE FEET (0.49 ACRES) DISTURBED AREA 15,297 SQUARE FEET (0.35 ACRES) ESTIMATED CUT VOLUME 814 CUBIC YARDS ESTIMATED FILL VOLUME 546 CUBIC YARDS NET 268 CUBIC YARDS PROPOSED PUMP STATION 861 SQUARE FEET PROPOSED GENERATOR PAD 348 SQUARE FEET PROPOSED APRON 329 SQUARE FEET NEW GRAVEL AREA 2,910 SQUARE FEET NEW ASPHALT AREA 3,680 SQUARE FEET NEW SW/DRIVEWAY AREA 928 SQUARE FEET TOTAL NEW IMPERVIOUS AREA 9,056 SQUARE FEET \o 0 ♦ ♦ ♦ _? '^ o" r i= 19 • . - ��=,. .\ -': ---' -... . . ....... . .... - -- TW 958.00 FG 955.25..- > , - _- 1{ 9 .... -, .r: ::.- - - -< _ -955.00 Si - �2 FG 956 00 f _ : .� , =: :FG -955.50-- _ o C3 _ \BW -956.00. ......- - Yo _ -956.0 FTWALLo -• :. TW -960.00 .- -1. .. .. - ' '•. _ 4 FT WALL TW=958.00 s. _.. :. t O o -- - o 4 FT WALL OFG-954.68 f -� wV/ O \ \ / PUMP STATION POINT TABLE ® NORTHING EASTING 1 10124.84 4741.36 2 10144.50 4752.65 3 10142.92 4748.34 4 10151.62 4753.28 5 10122.05 4804.74 6 10113.37 4799.75 7 10117.93 4798.87 8 10098.28 4787.62 FENCE POINT TABLE Z NORTHING EASTING 1 10091.96 4678.50 2 10213.36 4769.63 3 10153.18 4864.39 4 10058.01 4807.15 Ic�� pu J 81I -1q -000a05- Type 5i�o Plan ge,tetJ 5pnn jr - -dd Alttq bo am OF a( Date Received Original Sqb ffcal I,�LE WIDTH PRIVATE EASEMENT � �... -, o _� ; �o •. -� Know what's below. Call before you dig. 0 0 5 10 20 `� • T` _ `�_� HORIZ. Scale In Feet r- CO CV U, U� C moo z �j O N E m OO7 V U U"3 CO Y0C6 m O Y V : It -1 Ci :U CL z m m N Z O Lu c- Z 00 = Z � tI3 Q vQ m Z zcr X X Q Q t wn 0 oQ 3 (n m ao - Cn m N Z O Lu c- z _O H H CL J J I- D 0 SEAL DRAWING NUMBER C2 SHEET: 3 OF 27 rl- � tI3 Q 0) N 0 m Z W L'J Z X X Q Q t 00 00 OC) 0 Z F- W z _O H H CL J J I- D 0 SEAL DRAWING NUMBER C2 SHEET: 3 OF 27 c c 0 t 0 c 0 .n v m 0 a E 0- 04i rn O N (O Q llf3 Q O Lcf !si tsJ n co ao co I STA VA J, 11 11 qll 4:4 TREE IDEN # TREE TYPE TREE SIZE (IN.) 1 FIR 10 2 EVERGREEN 10 3 FIR 12 4 FIR 16 5 FIR 14X2 6 FIR 30 7 FIR 20 8 FIR 26 9 FIR 24 10 FIR 14 11 FIR 16 12 FIR 8 13 FIR 10 14 DECIDUOUS 12X2 15 FIR 24 16 FIR 14 17 FIR 14 18 FIR 18 � = Z 03ti N � to co cr- tA6C)N E i; cc -ml U m Y O (!� m MO C) u> : j U dJ� :U Cl C CL0 U U m cn m Lu m Q o0 m vQ Z� wo Z oQ �z Qo m <F 0 A r - 3 Z�:(n O [aJ (� o Q m m D GENERAL NOTES: 00 co Z ►- 0 U) W 1. THIS PLAN SHOWS ALL SURVEYED TREES. 96 2. THERE ARE MORE TREES ON THE SITE THAN THOSE SURVEYED. 3. THE SIZE AND SPECIES OF TREES IS SHOWN FOR TREES OF 8" DBH OR a, GREATER THAT ARE PROPOSED FOR REMOVAL 4. THE BASIS OF THE TREE SURVEY (TREE SIZE AND LOCATION) IS A SURVEY PROVIDED BY SUB. 5. NOTIFICATION SHOULD BE GIVEN TO UTILITY PROVIDERS FOR VERIFICATION PRIOR TO REMOVING TREES. 6. EXISTING TREES TO BE RETAINED SHALL BE CLEARLY FLAGGED, IDENTIFIED AND i 55. PROTECTED. 7. PRIOR TO ANY CLEARING, DEMOLITION, EXCAVATING, GRADING, TREE REMOVAL z OR OTHER INVASIVE SITE CONSTRUCTION ACTIVITY, PROTECTIVE FENCING MUST BE INSTALLED. _O 8. ALL FELLING AND BUCKING SHALL OCCUR BETWEEN THE HOURS OF 8AM AND !amu CL 5PM MONDAY THROUGH FRIDAY TO LIMIT NOISE IMPACTS ON NEIGHBORS. °C 9. TREES AND SLASH SHALL BE REMOVED WITHIN 72 HOURS OF FELLING. 10. HAULING ROUTE FOR TREES AND SLASH WILL BE DETERMINED BY CONTRACTOR. � = Z 03ti N � to co cr- tA6C)N E i; cc -ml U m Y O (!� m MO C) u> : j U dJ� :U Cl C CL0 U U m cn m Lu m Q o0 m vQ Z� wo Z oQ �z Qo m L a v 0 <F Q A r - I.is Z�:(n O [aJ (� o Q m w Z Z xco x Q Q U) 00 co Z ►- 0 W w 96 L a v 0 � J S _ <F Q A I.is Q O W w 96 w a, i 55. d CL � J S _ Z Q A I.is Q O W w w spar ij , i u� c�i� tJO� SEAL: PrA Data R- DRAWING NUMBER C3 SHEET. 4 OF 27 11 I I I I' / 11 1 --^Ir 11 \ I I / / / I DEVELOPER PROJEC I LOCAMON: \ I 11 �, / � / / \ I 11 11 I I I I \ , , ,� 11 11 "I "I f 1, I 11 , SPRINGFIELD, OR <1 I / "" �, � � I " � I I 1, / SPRINGFIELD UTILITY BOARD - " Z I " I . I , I I ; , "r STORM INLET � <�>/-/ I 1�111�11 I \ I I \ �1, I ' It I/ I I / LANE COUNTY, OREGON 97005 ---- /z I " , r I 1 , I �, , , \ - 1�p I ",-,,\ � � I 11 I \ I \1 -,, PROTECTION PER / , , I " �, " I �/ X11 i \ 1� I \ 1, � " \�- � � ! I 1 , " ,I',- ,, 'r , I I I / I �DETAIL 1/C10 I ,,-,-"�, I "I'll, 1---� " � \ � k / I ;, I �/ SPRINGFIELD, OR., 97477 1 \ -1 \ - , "I \,\ � 1, I , 11 I �, I I I " \f PHONE: 541-744-3728 LATITUDE = 44* 02' 7.14" N, , I I "' - I , � i % � / 11 � I ! \ I , I r , 1�\ r I .1; I '"'I 1\ I *P- I , I � I � I '� "I I , I I , I 1\ I \ I �� . I i I; I LONGITUDE = 122* 54' 37.56" W --, 1\ ,��r I I �11 � \ � I , I •, \ - I - 1--r- - \ , 11 \ � \ � ,I � 11 / � - I I � � -, , \ �1' I 1� �, / 'If \1 ENGINEEFUNG FIRM \ \ I'll I \ 11 1� I 't I `I� �� �, \ , 1\ PACE ENGINEERS, INC. PROPERTY DESCHFIM: \ '_1 1, � \1 I 44:� \ I \1 I 11�1 \ I 1\ ",� I 1, \ I . .% k � \ � 11 ,- \ CONTACT: TOM FERRELL, P.E. BIOBAG/FIBER ROLL \ I •�, \ \ I . ... � - �, \ 11 - - TAX LOTS 18-02-03-100 LOTS 6000, 6100 \ \ 11 1, � -: � -- ,,- � ,I, \ 4500 KRUSE WAY, SUITE 250 1 , I � I \ . .♦- --- N k I - I i , I I � �, � I OF SPRINGFIELD, LANE COUNTY, OREGON / \ � 11 11 \ - PER DETAIL 4/Cl 0 \ -. I -- � I \ I r ��- \ LAKE OSWEGO, OR 97035 �- - - � , , -1 - - , I -*-"� - , � I I �-,' - -- � . -, � � . - " --�, � \ '-�, - -. - I � I I -�-,��-��', I cx I I - ,-.., ��'�'� : � � I k \, '�, \ - -"-* .�'Z;�-_t�.,- , �� � I _-- � I I - - - -Z��*; , �� � , , � \ \ I .♦ .,M\. . ,-,Z�,,Z.�.�Z-:-- , � " PHONE: 503-597-3222 --,,z.-- �, I � , , 1 �, I . .z',;---,!--- I I , \ W11 FAX: 503-597-7655 -�,-A I , --. � . . .\. , " , - 4 , � I \ � � \ " \ '. � . � 'I , , , , , .5-� � ��'r�, 11 I I --- � ---<�, .. � ----- -----;-- � I ---,"'- , \ I .%..... -� i . \ .- I , \ . .�r . . . - , - � - ;.i- - , I I � � . I I - � i " \ 1. ,��.-� .-� ... I �\ � ,I \ I , 11 , -4.♦ - I _ - \\\ .x i � I - I � \ NARRATIVE DESCHPUMS : I ... I ... -- I . F- . � I � I il I STORM INLET \ ii . . : I -----,��, . I � \1 �� �1 \1 - I � AlovNI, I 1, I I'll .1 , , " -- �, , , "'. \ X�>b - , , 1, -, , I �, .� . . � I..... � I i 1� '1111� 1� , • , •, � . --' � -- 'D - ,�� I \ i \ \ EXISTING SITE CONDITIONS . 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Svvi t - *" OVA -11 boaJ 0 I F= P 1k b� �A SEAL at Received I I t - I 13 , 3J 2 I I OriginalSubrrd',,I-al i06L- DRAWING NUMBER C4 SHEET- 5OF27 QI W/MH CB RIW953.00 I RIM=952.52 , 10' (SE) OUT: 44\7.15 10- (SE) BUT: 94 10' (NW) IN: 947.15\ X CB RIM=957.41 --- ------------ -K, N 10' (NE) OUT: 952.10 10' (SW) IN. 952.12 1Z lei bWW MH CB CI W/MH 4, RIM=954.50 RIM=9,56.96 10' (NW) OUT. 948,78 RIM=957.91 8- (NE) OUT: 947.90-1---" 10' (NE) OUT: 952.12 10' '(SE) IN. 948.62 8' (NW) IN: 94,8.05 6 25 U 8' (SW) IN: 948.06 I STM MH z L11 W/MH z RIM=956.36 PVC DRAIN XZ)0 00 klM=955.0♦S=2.12% PROPOSED CB 12' NE) OUT: 951-00 5 Z 10 1 6" (SE) IN: 949.75 PVC DRAIN 12-1 (SW) IN: 951.16 10- (NW) OU:�\948.62 RIM=954.75 12- 1 (NW) IN. 951.14 PROPOSED 6- (SE) IN: 948.83. 6- (NW) OUT- 949. 8 0 6" 6" (SW) IN: 949.75 /-80 LF 6" PVC S=2.12% <0 1, co / DRAIN N" C C) 41 65 LF 6" A0001 .4 4 A4 4 0 4 4 z 4 4 35 LF 6" 4 -/PVC DRAIN co 44 OD V) 8' (N) OUT: 959.53 RIM=968.34 N -c, WW MH S=1.70% 100 LF 4" 0 10 LF 4 .......... *,-"11-----1--� I.E. 951.641 PVC DRAIN 8' (E) N. 960.04 PERFORATED 4 cn 8' (S) IN: 959.99 f S=0.757. 30 LF PERFORATED V%, t. CL PROPOSED CB Ld V F -----PVC DRAIN uj -\ , " - RIM=954.68 I-, -, DRAIN z S=34.50% 6" (NE) OUT. 952.18• % "S=1.70 I.E. 951.641 5 LF 4" STM MH #YA PERFORATED E PVC DRAIN RIM=968 70 I.E. 951.641 S=34.50% 12' (N) OUT: 963:07 I.E. 956.925• 0 CL - - ----- - - E (E) IN. 963.29 SLOPE AWAY BOTH 2 FT WALL IN: 963.16 DIRECTIONS rn K* E PERFORATED /PROPOSED CB PVC DRAIN 0 RIM=954.68 Afto SEAL 0 6" (NE) OUT: 952.18 0 f 0 95 LF 4" 12' (SW) IN: 963.18 12' �S) IN- 96-3. • ,,z .7- 4 FT WALL S=0.81 % 0 0 0 0 t i -.. 0 :2 0 ro 0 DRAWING NUMBER 0 5 10 20 now what's below. HOkIZ. 00 fore you dig. ---S-oe1AQn Feet C 5 SHEET - 30F27 ILK D Ga I, a RZe, c. s! v d '06 26' 'Q 0r;gmal Submittal ,t a 1 0 Cq a 1 3 d 00 00 «i i W w i z W W W z U z i 0 a E 0 Q. E m 0 0- E CL ui 1 0 In m Cn i co 00 OD n. Know what's below. Call before you dig. 0 15 30 60 HORIZ. Fm Scale In Feet m GENERAL WATERLINE NOTES N 6j`� iC� O C r,- U-> (6 1. ALL WORK AND MATERIALS SHALL CONFORM TO THESE PLANS, THE CONTRACT DOCUMENTS, AND APPLICABLE co a STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA), AND SPRINGFIELD UTILITY BOARD CONSTRUCTION STANDARDS. OMM mm '0iii = rn 2. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. Y0 C6 "' CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ORS 952-001-0010 THROUGH 952-001-0090 , PRIOR TO CONSTRUCTION. (ONE CALL # 1-800-332-2344 OR 811) `r 3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE FACILITIES CROSS. CONTRACTOR AW\ SHALL POTHOLE EXISTING UTILITIES AHEAD OF LAYING PIPE AT ALL CROSSINGS. IF CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ALSO POTHOLE ALL TIE-IN LOCATIONS TO VERIFY THE DEPTH AND LOCATION OF EXISTING WATERLINE PIPING. 0 4. CONTRACTOR SHALL INFORM OWNER AND ENGINEER 48 HOURS IN ADVANCE OF CONSTRUCTION AND/OR PLANNED DISRUPTION OF WATER SERVICE.CD m 5. CONSTRUCTION STANDARDS AS OUTLINED IN THE OREGON ADMINISTRATIVE RULES CHAPTER 333-61-050 ARE HEREBY REFERENCED. THE CONTRACTOR SHALL OBSERVE THE REQUIREMENTS OF "CROSSINGS -SANITARY SEWERS W AND WATERLINES" AS OUTLINED IN SECTION 9 OF THE ABOVE REFERENCED CHAPTER. Q 6. EXISTING 16" WATERLINE THAT SUPPLIES BOTH RESERVOIRS TO REMAIN. EXISTING WATER MAINS AND SERVICES %00#1 SHALL BE KEPT IN OPERATION UNTIL NEW MAINS ARE CONNECTED AND IN SERVICE. ®�,® z 7. PRIOR TO TIE-IN, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFF ASSEMBLIES FOR PRESSURE TESTING AND 0z CHLORINATION. TESTING AND DISINFECTION WILL BE COMPLETED IN ACCORDANCE WITH AWWA C-600 FOR PRESSURE ZQ TESTING AND AWWA C-651 FOR DISINFECTION. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED AND Wo DISINFECTED BEFORE CONNECTION TO THE EXISITNG SYSTEM AND BEFORE ANY SERVICE CONNECTIONS ARE MADE. a oQ BLOW OFF PRESSURE AND DECHLORINATE AT END OF TEST. PROVIDE 1" TEMPORARY TAPS FOR CHLORINE INJECTION AS REQUIRED. PLUG TEMPORARY TAPS WITH BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE. m o _ 8. THERE MAY BE SHORT SECTIONS OF THE PIPELINE THAT CONNECT TO THE EXISTING SYSTEM THAT ARE DIFFICULT TO CHLORINATE. THE ENGINEER AND THE CONTRACTOR SHALL IDENTIFY THESE SHORT SECTIONS OF PIPELINE. AWWA C-651 SECTIONS 4.6 TO 4.8 SHALL BE FOLLOWED FOR DISINFECTION. 9. DEWATERING SOME SECTIONS OF THE TRENCHES MAY BE NECESSARY. CONTRACTOR SHALL HAVE ON SITE, PUMPS ADEQUATE TO KEEP TRENCHES DE -WATERED AND A PLAN FOR IMPLEMENTATION AVAILABLE TO INSPECTOR. THIS PLAN SHALL INCLUDE HOW PUMPED WATER IS TO BE DISPOSED. 10. UNLESS NOTED OTHERWISE, WHERE RESTRAINTS ARE CALLED OUT ON THE PLANS (RJ), THE CONTRACTOR SHALL PROVIDE MECHANINCAL JOINTS WITH EBAA MEGALUG SERIES 1100 FOR DUCTILE IRON OR APPROVED EQUAL RESTRAINED JOINT. ALL JOINTS WITHIN THE MINIMUM DISTANCE INDICATED SHALL BE RESTRAINED WITH FIELD LOK GASKETS OR APPROVED EQUAL. z 11. ALL EXISTING UTILITIES DISTURBED BY CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AND THE RESPECTIVE UTILITY O COMPANY NOTIFIED OF THE DISTURBANCE WITHOUT DELAY. N 12. ALL VALVES SHALL INCLUDE VALVE BOXES AND LIDS AS OUTLINED IN THE COUNTY FACILITIES PERMIT AND CITY o ENCROACHMENT PERMIT ISSUED FOR THIS PROJECT. 13. CONTRACTOR SHALL COMPLY WITH THE TRAFFIC CONTROL PLAN AND ALL CONDITIONS SPECIFIED IN THE CITY OF SPRINGFIELD ENCROACHMENT PERMIT & LANE COUNTY FACILITIES PERMIT ISSUED FOR THIS PROJECT. 14. CONTRACTOR SHALL COORDINATE ALL STREET CLOSURES AND DETOURS WITH THE CITY OF SPRINGFIELD & LANE AND SPECIFICATIONS. z COUNTY. CONTRACTOR SHALL SUPPLY SIGNING AND BARRICADES AS REQUIRED TO ASSURE AUTOMOTIVE AND 0 ALLOWED RADIUS FOR LONGITUDINAL PIPE DEFLECTION. THE PIPE SHALL BE INSTALLED AT A MAXIMUM OF ONE HALF THE MANUFACTURER'S RECOMMENDATIONS. PEDESTRIAN SAFETY. 22. CONTRACTOR SHALL FURNISH SURVEYING FOR NEW WATERLINE CONSTRUCTION. c! 23. COMPACTION TESTS SHALL BE PERFORMED PER SPEC BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. CL 2 15. CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT INFORMATION AS CONSTRUCTION PROGRESSES. THIS D a� 0 - X INFORMATION SHALL BE AVAILABLE FOR REVIEW DURING ALL CONSTRUCTION ACTIVITIES. ALL AS -BUILT = INSTALLATION REQUIREMENTS LOCATED IN APPENDIX C AND DETAIL 2 ON SHEET C9. FOLLOW MORE STRINGENT z REQUIREMENTS. Q INFORMATION SHALL BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. _ o �' r D 16. CROSSING SANITARY SEWER LINES SHALL BE DONE PER OAR 333-061-0050(9). a o m w z z LL 17. CONTRACTOR SHAOBTAIN A LANE REGIONAL AIR PROTECTION AGENCY PERMIT AS REQUIRED. v a � z (n � V) a 0 w o 18. OWNER WILL OPERATE ALL EXISTING VALVES TO ISOLATE WATERLINES FOR REQUIRED WORK. 19. CONTRACTOR WILL COORDINATE WITH OWNER AND PROVIDE 48 HOURS NOTIFICATION TO AFFECTED WATER USERS FOR PLANNED SERVICE DISRUPTIONS. 20. TRENCH BACKFILL AND SURFACE RESTORATION SHALL BE AS SHOWN IN TYPICAL TRENCH SECTIONS, LANDSCAPE PLAN, AND SPECIFICATIONS. z 21. CONTRACTOR SHALL VERIFY MANUFACTURER'S RECOMMENDED MAX ALLOWED DEFLECTION ANGLE AND MINIMUM 0 ALLOWED RADIUS FOR LONGITUDINAL PIPE DEFLECTION. THE PIPE SHALL BE INSTALLED AT A MAXIMUM OF ONE HALF THE MANUFACTURER'S RECOMMENDATIONS. 22. CONTRACTOR SHALL FURNISH SURVEYING FOR NEW WATERLINE CONSTRUCTION. c! 23. COMPACTION TESTS SHALL BE PERFORMED PER SPEC BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. CL 2 24. MAINTAIN 3' MINIMUM DEPTH OF COVER OVER PROPOSED 12" WATERLINE AT ALL TIMES, UNLESS NOTED OTHERWISE. D WATERLINES WITHOUT CONDUIT SHALL BE INSTALLED PER DETAIL W1.17 ON SHEET C9. 0 - Ln 25. FOR ELECTRICAL AND FIBER CONDUIT AND VAULT INSTALLATION, REFER TO COMPLETE SUB ELECTRICAL CONDUIT J INSTALLATION REQUIREMENTS LOCATED IN APPENDIX C AND DETAIL 2 ON SHEET C9. FOLLOW MORE STRINGENT REQUIREMENTS. _ 26. VERTICALLY DEFLECT WATERLINE TO RUN OVER EXISTING STORM LATERALS UTILIZING BENDS AS SHOWN IN THE _ PROFILE. MINIMUM 12" CLEARANCE BETWEEN STORM PIPE AND WATERLINE. IF WATERLINE IS DEFLECTED UNDER EXISTING STORM, IT WILL BE INSTALLED PER SUB STANDARD W1.24. CONTRACTOR TO POTHOLE AHEAD OF WORK TO D DETERMINE LENGTH BETWEEN BENDS. 27. CLSM BACKFILL REQUIRED FOR ALL ROAD CROSSINGS, PER DETAIL W1.17 ON SHEET C9. 28. SURFACE RESTORATION FOR WATERLINE INCLUDING BUT NOT LIMITED TO SIDEWALK, CURB/GUTTER, AC PAVEMENT, NATIVE GROUND, ADA RAMPS, AND STORM DITCH, TO BE PER CITY OR COUNTY STANDARDS, AS APPLICABLE. 29. RESERVOIR TO REMAIN IN OPERATION THROUGHOUT THE DURATION OF THE PROJECT. SEAL: Rtt I 61 l- I q - opp105- _TVA S��b f l arl nevi eA/1 Ispr'k&!ftetd, �k'b'la{,'Naxd <.�€ 2 .3 SHEET- 6 vF 27 r - co 00 co 6 z v w 0 W a- DRIVEWAY (INCLUDING TRANSITION WING) I PROPERTY UNE PROJECTION CURB REMOVAL CURB REPLACEMENT FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB 4 " MAXIMUM 4 " MAXIMUM (1) SAWCUT 4" DEEP AS CLOSE (i) SAWCUT 4," DEEP AS CLOSE TO CURB AS PRACTICABLE TO CURB AS PRACTICABLE a A APPROACH EXISTING ''��- ]'• ExNG' AR a . GUTTER BAR; (2) BREAK (2) BREAK (3) REMOVE CURB (3) REMOVE APPROACH DRILL 3/4" x 4 1/2" HOLES INTO EXISTING GUTTER BAR 24" O.C. - FILL HOLE WITH EPDXY CONTRACTION JOINT LAND INSERT 8" LONG #5 REBAR INTO HOLE 3/4" LIP (IF REO'D) OR TO POURING NEW CURB. APPROACH EXISTINC EXISTING < GUTTER BAR < < < GUTTER BAR', { NOTES _ * EXISTING GUTTER BAR SHALL. NOT BE REMOVED WITHOUT PRiOR APPROVAL BY THE CiTY CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT * ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE 'PRECISION CUT' how OR EQUIVALENT * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAIL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE ASPHALT CONCRETE PAVEMENT O 1/2 PAVEMENT WIDTH W 040GOc� U CRUSHED ROCK BALLAST 4- (MINIMUM) ASPHAi.T CONCRETE 12" MIN PLACED PRIOR TO PAYING 2' THiCK CLASS 'C' WEARING COURSE E CITY STANDARD CURB do GUTTER OVER CLASS 'B' BASE COURSE(S) REFER TO STD DWG 3-5 PLACED IN 2" - 3' LIFTS ZX MDL CROSS SLOPE CROWN�2% MIN I r - — 12- (MINIMUM) 1 1/Y MINUS CRUSHED ROCK _ FIRM COMPACTED SUBGRADE FOR WET SOIL OR WINTER WEATHER CONTRUCTKK OVER EXCAVATE AS DIRECTED BY THE aff INSPECTOR (B" MIN) PLACE GEOTEXTiLE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2- MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY WIDTHPORTLAND CEMENT CONCRETE PAVEMENT do 1/2 PAVEMENT in Wnt CRUSHED .1 127 MIN- PLACED PRIOR TO PAVING CITY STANDARD GUTTEIR Saw Cut REFER TO 1 1- 1 .f JOINT 2% MIN f•f1 1' CROWN TIED 75% MIN REFER TO 1 DWG 3-9 �i�i w-^..� r..,• «.Y« • ♦�r�r�yz..i►�wasr ryr.. 6- (MIIUMUM) 314! MINUS lslrifr��i��rf�f�lrf�i�l�i�Ir�rirlr!#irlrl �lr�rO�i��iy#r��1r_�ri�.�l+ .1 �'1 �` _� •` ssli !! � l��s1 �r�� f —moi:.! s'�� *� � s �t � -L �= i1 f!.1.....•.t•. .L...•. � - � G L = � L � L C 'C � G G yi +i �i i rr Vii, ri �"i �•.=fi �i li =�i ri M ROCK FOR WET SOIL OR WINTER WEATHER FIRM COMPACTED SUBGRADECONTRUCTION,OVER EXCAVATEDIRECTED BY THE CITY INSPECTOR 4 PLACE fa , ROUCE WITH REFERCONCRETE PAVEMENT JOINTING ADDITIONAIL I I/!- MINUS CRUSHED ROCK. TO STANDARD 1' FOR JOINTING DETAILS OCTOBER ', I i _ STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE OVER EXCAVATION (8- MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE. * REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTA REQUIREMENTS * A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS. �c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSi FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURS & COMMERCW. DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE * CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MiX CONCRETE WITH 1 1/2- MiNUS FRACTURED AGGREGATE. PAVEMENT MDL DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE mm - CONFINE DRIVEWAY WITHIN UlEs PERIIIIISSIBILE TO PLACE EIiT�R FILAR TO CM LINE M Wf COMM A.G. OR P.C. =mm PASSING TNRWt�T --- •- __ DESS .. �" _ .. a. 1r. �. '•. JOW 6:THUP.0 - THi `ter :.APPRt>NICTT' S SS S 1 t Fm Sur Y• f; R. IIiM 3/C- 6 _ L anq i - DOW yc OR W K CMMM EM /mirmTllr COMMERCIAL DRIVEWAY „ { 35 MUM CONSMWTING THE DRIVIEINAYAPPROACH SKOLK MS.ROM AND Y7' a A SUffABLE IEEE OF CONCRETE yr,Orhl, OEM SKSU TO BE SWCUTAND DFANSION JW0.Si FIELD SffMM LAB SffMM KTWEEN THE NLV AM EMM SWALK :I:It PSI 3450 [.v of PS 4M5 PSI XCRIME 4. IF AM SWWW ARE TO BE W111, UK =MY APPWACI SHALL SISI. UNE , TO THE FUAK SIOWU ONCE. DRIVIEVAY 35! MAMW ---------------- SIDEWALK avi MEW 14 M 1: 127 aWr.. oom WAYS r ABDvE mom or sLm OR INDUSTRIAL 2 LAYERS Or 6XfiXI0 WELDED WIRE s. REINFORCEDi; II i .••�• 97477 ..REMOVAL ,• , ®�Ta• ■—���P.C. CONCRETE DRIVEWAYM APPROACHESHJ � LO I to 0 0) mmm ■ �' % r ' a •.' � a & REPLACEMENT I 1 O W � , , r. , :tr �n �u A,y r{ �. —■—' W U- _ WA • a . _ I . � ,r .r: :!ro,° .I ld IT J _�-ISL ASPHALT CONCRETE PAVEMENT O 1/2 PAVEMENT WIDTH W 040GOc� U CRUSHED ROCK BALLAST 4- (MINIMUM) ASPHAi.T CONCRETE 12" MIN PLACED PRIOR TO PAYING 2' THiCK CLASS 'C' WEARING COURSE E CITY STANDARD CURB do GUTTER OVER CLASS 'B' BASE COURSE(S) REFER TO STD DWG 3-5 PLACED IN 2" - 3' LIFTS ZX MDL CROSS SLOPE CROWN�2% MIN I r - — 12- (MINIMUM) 1 1/Y MINUS CRUSHED ROCK _ FIRM COMPACTED SUBGRADE FOR WET SOIL OR WINTER WEATHER CONTRUCTKK OVER EXCAVATE AS DIRECTED BY THE aff INSPECTOR (B" MIN) PLACE GEOTEXTiLE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2- MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY WIDTHPORTLAND CEMENT CONCRETE PAVEMENT do 1/2 PAVEMENT in Wnt CRUSHED .1 127 MIN- PLACED PRIOR TO PAVING CITY STANDARD GUTTEIR Saw Cut REFER TO 1 1- 1 .f JOINT 2% MIN f•f1 1' CROWN TIED 75% MIN REFER TO 1 DWG 3-9 �i�i w-^..� r..,• «.Y« • ♦�r�r�yz..i►�wasr ryr.. 6- (MIIUMUM) 314! MINUS lslrifr��i��rf�f�lrf�i�l�i�Ir�rirlr!#irlrl �lr�rO�i��iy#r��1r_�ri�.�l+ .1 �'1 �` _� •` ssli !! � l��s1 �r�� f —moi:.! s'�� *� � s �t � -L �= i1 f!.1.....•.t•. .L...•. � - � G L = � L � L C 'C � G G yi +i �i i rr Vii, ri �"i �•.=fi �i li =�i ri M ROCK FOR WET SOIL OR WINTER WEATHER FIRM COMPACTED SUBGRADECONTRUCTION,OVER EXCAVATEDIRECTED BY THE CITY INSPECTOR 4 PLACE fa , ROUCE WITH REFERCONCRETE PAVEMENT JOINTING ADDITIONAIL I I/!- MINUS CRUSHED ROCK. TO STANDARD 1' FOR JOINTING DETAILS OCTOBER ', I i _ STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE OVER EXCAVATION (8- MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE. * REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTA REQUIREMENTS * A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS. �c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSi FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURS & COMMERCW. DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE * CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MiX CONCRETE WITH 1 1/2- MiNUS FRACTURED AGGREGATE. PAVEMENT MDL DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE mm - CONFINE DRIVEWAY WITHIN UlEs PERIIIIISSIBILE TO PLACE EIiT�R FILAR TO CM LINE M Wf COMM A.G. OR P.C. =mm PASSING TNRWt�T --- •- __ DESS .. �" _ .. a. 1r. �. '•. JOW 6:THUP.0 - THi `ter :.APPRt>NICTT' S SS S 1 t Fm Sur Y• f; R. IIiM 3/C- 6 _ L anq i - DOW yc OR W K CMMM EM /mirmTllr COMMERCIAL DRIVEWAY „ { 35 MUM CONSMWTING THE DRIVIEINAYAPPROACH SKOLK MS.ROM AND Y7' a A SUffABLE IEEE OF CONCRETE yr,Orhl, OEM SKSU TO BE SWCUTAND DFANSION JW0.Si FIELD SffMM LAB SffMM KTWEEN THE NLV AM EMM SWALK :I:It PSI 3450 [.v of PS 4M5 PSI XCRIME 4. IF AM SWWW ARE TO BE W111, UK =MY APPWACI SHALL SISI. UNE , TO THE FUAK SIOWU ONCE. DRIVIEVAY 35! MAMW ---------------- SIDEWALK avi MEW 14 M 1: 127 aWr.. oom WAYS r ABDvE mom or sLm OR INDUSTRIAL 2 LAYERS Or 6XfiXI0 WELDED WIRE s. REINFORCEDi; II 970— '.i •.M coWm!;IIm%x s\omm wNsm l5 m rr � NI\M% !A\muUNE MI\\�.C\ CTC tVr`lJ\V\V -3\M% J VA LVRO N%TNT. 1- TVJJ\OLC. CURBSIDE SIDEWALK op UNC ElnSt1LG DOSTIiG 50:1 MAX. SLOPE � �Optiy t0 �9 PAVING CM g CURTER m xK Wm PER PIANS (5 DWI) IVSCBE TO P I LOAM ROPE UNE 2- MINIMUM OF 3/4- MiNUS 1Y FIRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT SETBACK SIDEWALK SLOPE• PROPERTY DEW Dow 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE : t7 :6pii-r • ` :iii � �Y'�'-'.� NOTES X"-nRM COMPAJ01i 2- MINIMUM OF 3/4" MINUS COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE �(c NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA �c ALL SURFACES SHALL HAVE A BROOM FINISH. ,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSi FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE i .••�• 97477 i INDUSTRIAL ,• , ®�Ta• ■—���P.C. CONCRETE DRIVEWAYM APPROACHESHJ � LO I to 0 0) 970— '.i •.M coWm!;IIm%x s\omm wNsm l5 m rr � NI\M% !A\muUNE MI\\�.C\ CTC tVr`lJ\V\V -3\M% J VA LVRO N%TNT. 1- TVJJ\OLC. CURBSIDE SIDEWALK op UNC ElnSt1LG DOSTIiG 50:1 MAX. SLOPE � �Optiy t0 �9 PAVING CM g CURTER m xK Wm PER PIANS (5 DWI) IVSCBE TO P I LOAM ROPE UNE 2- MINIMUM OF 3/4- MiNUS 1Y FIRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT SETBACK SIDEWALK SLOPE• PROPERTY DEW Dow 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE : t7 :6pii-r • ` :iii � �Y'�'-'.� NOTES X"-nRM COMPAJ01i 2- MINIMUM OF 3/4" MINUS COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE �(c NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA �c ALL SURFACES SHALL HAVE A BROOM FINISH. ,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSi FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE I No _ I 'SIDEWALK CONSTRUCTION' i( J to !O LO U to � LO I to 0 0) mmm ■ �' % r ' a •.' � a 0)0) 1)i)0')0)0'0) I 1 O W � , , r. , :tr �n �u A,y r{ �. —■—' 970— '.i •.M coWm!;IIm%x s\omm wNsm l5 m rr � NI\M% !A\muUNE MI\\�.C\ CTC tVr`lJ\V\V -3\M% J VA LVRO N%TNT. 1- TVJJ\OLC. CURBSIDE SIDEWALK op UNC ElnSt1LG DOSTIiG 50:1 MAX. SLOPE � �Optiy t0 �9 PAVING CM g CURTER m xK Wm PER PIANS (5 DWI) IVSCBE TO P I LOAM ROPE UNE 2- MINIMUM OF 3/4- MiNUS 1Y FIRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT SETBACK SIDEWALK SLOPE• PROPERTY DEW Dow 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE : t7 :6pii-r • ` :iii � �Y'�'-'.� NOTES X"-nRM COMPAJ01i 2- MINIMUM OF 3/4" MINUS COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE �(c NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA �c ALL SURFACES SHALL HAVE A BROOM FINISH. ,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSi FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN ON SITE DRAINAGE SHALL PEDESTRIAN PATH FLOW ONTO PROPERTY `\ VRNr--% t %0"W\ 8" THICK 3500 PSI FIELD STRENGTH 4Ro.�Ecc\ON of (4025 PSI LAB STRENGTH) 6.3 SACK PROPERTc L\\aE MIX REINFORCED CONCRETE ON 2" OF COMPACTED 3/4- MINUS CRUSHED ROCK � �\ '. • .iii i \ z . � :: ' ��+ > . \ :: \ � CURBS\OE S\OF�ip1X t, ttAMP SLOPE `•Y 1 ���� ; ; k =J 11�\�1� 1 121 11'PtCAL 3Ta t� —•�''� '� 8.C3SRER Zt1ROAZ %%% 6 A N F\ MWNmmm QI? CN\:� OR\�iEW P`( CURB RE"cUR\� S\'�P.�L \�OC EX�EN,O BE`(O\�\O PROJEC-C\ON OF PROPER,i`{ \.\\A SECTION A — A 12:1 TYPICAL 50:1 MAX SLOPE S- THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 3/4" LP MIX REINFORCED CONCRETE • $.' .' , • w4 REBAR- 12" ON CENTER a a a `s BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF SLAB 2- OF 3/4" MINUS COMPACTED CRUSHED ROCK ,I s NOTES * NO ABOVE -GROUND FACNM'(F#RE HYDRANTS, POWER PILES, CATCH BASF, VALVES, J -BOXES, ETC) SiWi BE PERMiitEd iXITHIN THE APIN OR RW ARR * DRIVEWAY (IMT) WiDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH Cm PERMITS. * ALL SURFACES SHALT. HAVE A BROOM FINISH. REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS * CONCRETE WITHIN APPROACH SHALL. BE 8- THICK (MIN) CONCRETE ON 2" OF 3/4- MINUS CRUSHED ROCK. �Ic REINFORCEMENT IS REQUIRED. USE 14 REBAR - It ON CENTER - BOTH WAYS - PLACED Y ABOVE THE BOTTOM OF THE SLAB * A CONTRACTION (SCORE) JW SHALL BE ADDED IN THE CENTER OF THE APRON * SIDEWALKS, ACCESS RAMPS. AND RESIDENTIAL DRIVEWAY$ SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COM161ERCUAL. D RMV AYS SHALL BE 3500 PST HELD 9RENGTH (4025 PST LAB STRENGTH) 6.3 SACK M0( CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. i I No _ I 'SIDEWALK CONSTRUCTION' i( J to !O LO U to � LO I to 0 0) mmm DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN ON SITE DRAINAGE SHALL PEDESTRIAN PATH FLOW ONTO PROPERTY `\ VRNr--% t %0"W\ 8" THICK 3500 PSI FIELD STRENGTH 4Ro.�Ecc\ON of (4025 PSI LAB STRENGTH) 6.3 SACK PROPERTc L\\aE MIX REINFORCED CONCRETE ON 2" OF COMPACTED 3/4- MINUS CRUSHED ROCK � �\ '. • .iii i \ z . � :: ' ��+ > . \ :: \ � CURBS\OE S\OF�ip1X t, ttAMP SLOPE `•Y 1 ���� ; ; k =J 11�\�1� 1 121 11'PtCAL 3Ta t� —•�''� '� 8.C3SRER Zt1ROAZ %%% 6 A N F\ MWNmmm QI? CN\:� OR\�iEW P`( CURB RE"cUR\� S\'�P.�L \�OC EX�EN,O BE`(O\�\O PROJEC-C\ON OF PROPER,i`{ \.\\A SECTION A — A 12:1 TYPICAL 50:1 MAX SLOPE S- THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 3/4" LP MIX REINFORCED CONCRETE • $.' .' , • w4 REBAR- 12" ON CENTER a a a `s BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF SLAB 2- OF 3/4" MINUS COMPACTED CRUSHED ROCK ,I s NOTES * NO ABOVE -GROUND FACNM'(F#RE HYDRANTS, POWER PILES, CATCH BASF, VALVES, J -BOXES, ETC) SiWi BE PERMiitEd iXITHIN THE APIN OR RW ARR * DRIVEWAY (IMT) WiDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH Cm PERMITS. * ALL SURFACES SHALT. HAVE A BROOM FINISH. REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS * CONCRETE WITHIN APPROACH SHALL. BE 8- THICK (MIN) CONCRETE ON 2" OF 3/4- MINUS CRUSHED ROCK. �Ic REINFORCEMENT IS REQUIRED. USE 14 REBAR - It ON CENTER - BOTH WAYS - PLACED Y ABOVE THE BOTTOM OF THE SLAB * A CONTRACTION (SCORE) JW SHALL BE ADDED IN THE CENTER OF THE APRON * SIDEWALKS, ACCESS RAMPS. AND RESIDENTIAL DRIVEWAY$ SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COM161ERCUAL. D RMV AYS SHALL BE 3500 PST HELD 9RENGTH (4025 PST LAB STRENGTH) 6.3 SACK M0( CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. i ' re Imo'COMMERCIAL O l' 'AT DRIVEWAY APRON CURBSIDE SIDEWALK •I T 1:'► t 1 to !O LO U to � LO I to 0 0) LIN■■T■ - CO p U-) cfl N to !O LO U to � LO I to 0 0) � LO � to 0 rn0) 0)0) 1)i)0')0)0'0) 0 O W 3 N 0 W U- _ DRIVEWAY/LOT PROFILE co +00 1 +00 SCALE= H= 1"=10' V= 1 "=5' —970 —950 `�0 and z� ' r✓ maw x > ! a :a —940 w L;? 1 +50 Know what's below. Call before you dig. Z ti co o : N LO -a �Otn = cts C CA M .a- -W— r >,ON : 12 I= tb I� co V V 0 ai LO Yoe,, m O Y •'> j V LID cosZ :Uca C N Z 0 LLI I= O 0 m to Q W U Q ? m Z Z � X X Q a U) W O V) 0 O OQ 3 N 0 W co N Z 0 LLI I= J T— i— SEAL- DRAWING NUMBER C7 SHEET: 7 OF Z7 1\ to Q W o ? m Z W W Z X X Q a U) OCA 00 0 Z r W -7)- � V) 0 0 W 3 a - J T— i— SEAL- DRAWING NUMBER C7 SHEET: 7 OF Z7 C O a a m 0 Q E CL e7 d - t O C14 t� WT Q ] v r C 2 0 0- E Iz Ui I a O m —8 m rn c i CL t 00 to 00 Wtb aL CLEANOUT (PIPE SIZE) CASE SIZE Is' 15� ir cm 111" LA►RIM RMi6 AND COVER 1/8 INSTALL 1/2 INCH Olk HOLE THROUGH MECHANiCAL PLUG PLUG HOLE WITH SILICONE CALKING; _.. MECHANICAL PLUG I I 0/m/001 M NUFt1/11 � v 4s DEC. WE 30�{ 5' iDil. PVC PiPE ------ --= -------- ! i CNAtaCAI PLUG i ! ! ! ! ! --_-_----------- 1--- ---------------- - -i CITY OF SPRINGFIELD SrANDARD DEPT. OF PUBLIC WORKS STANDARD SANITARY WYE CLEANOUT"" ►m. 4 WITH SJCASTING 4_4 KW SAWCUT R£vuia*r TO T BY EXCAVATIONRENCH CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 SECONDARY SAWCUT STANDARD DRAPING 4-16 PRiOR TO MATCH EXISTING THICKNESS �RESURFACINGa# 4' MINIMUM CH Al --A.C. d u i a o � Dc o D o D O D O O TRENCH EXCAVATION a CLASS)IC 3/4"- 0" CRUSHED ROCK D 0 ° o I'll CD J_ o Z 00 0 ° o E� U) 1/8 INSTALL 1/2 INCH Olk HOLE THROUGH MECHANiCAL PLUG PLUG HOLE WITH SILICONE CALKING; _.. MECHANICAL PLUG I I 0/m/001 M NUFt1/11 � v 4s DEC. WE 30�{ 5' iDil. PVC PiPE ------ --= -------- ! i CNAtaCAI PLUG i ! ! ! ! ! --_-_----------- 1--- ---------------- - -i CITY OF SPRINGFIELD SrANDARD DEPT. OF PUBLIC WORKS STANDARD SANITARY WYE CLEANOUT"" ►m. 4 WITH SJCASTING 4_4 KW SAWCUT R£vuia*r TO T BY EXCAVATIONRENCH CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 SECONDARY SAWCUT STANDARD DRAPING 4-16 PRiOR TO MATCH EXISTING THICKNESS �RESURFACINGa# 4' MINIMUM CH Al --A.C. d u i E PAVEMENT i� #5IEW CONCRETE 6" tIr O.C. D > , 'GNS aMSM TW MM OR WYEEM INE MVEL MISS MM BE BAW1I0 W TH OMM UED DENSIir M (CM) T T ASPHALT PAVED STREETS CONCRETE PAVED STREETS 4' — 3/4'— 0' C.R. IMPORTED COMPACTED \ D CCTED GRAN 1UTAARBACK ' T UNPAVED STREETS AND ALLEYS 6" LOAM — MINIMUM COMPACTED NATIVE MATEtBAt. T UNTRAVELED AREAS (LAWN) NOTES: I ALL A.C. AND P.C. SURFACES SHALL BE SAWCUT 2 GRANULAR MATERIAL AS DIRECTED BY THE ENGINEER 3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1 4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED NEAT CUT ND R£vuia*r PATE BY SAND CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 SURFACE RESTORATION OVER STANDARD DRAPING 4-16 0 0 ° C a° O 0 0 0 W rn 0 . O O D ! D> a O m c0 ofl on a o � Dc o D o D O D O O TRENCH EXCAVATION a CLASS)IC 3/4"- 0" CRUSHED ROCK D 0 ° o I'll CD J_ o Z �+ 34"� "81PROOF" GRATE FRAME AS APPROVED BY ENGINEER. 16 3/4" 35 114: /2" 22" STEEL ANGLE - STEEL $ /2" MILD71 -- - - AR HHHHHHHHC�H 16 ]/4" FABRICATED STEEL FRAME Q GRATE FRAME AND GRATE a DIA. VARIE e a N 6" 6" 16 6" 6" 31" 6" 38" 43" AREA DRAIN CATCH BASIN GRATE FRAME AND GRATE 6"1 16"g" 6" 31" 6" 38" 43" -- STREET DRAIN CATCH BASIN N R£VISICIN DATE BY APPRICITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTHSTREET SPRINGFIELD, OR. 97477 CATCH BASIN STANDARD DRAWING 4-11 SAND 0 0 d =3 CLASS "A" LOAD FACTOR 3.0 PIPE ZONE MATERIAL SHALL BE: SANITARY SEWER STORM SEWER TIGHT JOINT PiPE OPEN JOINTED PIPE PLASTIC PIPE PERFORATED PIPE PIPE ZONE SEE CHART BELOW W � � W O 4 z o 1000PSI+ CONCRETE PEA ROCK ROUND ROCK BLEND { PEA ROCK } SAND 0 0 d =3 0 0 ° C a° O 0 0 0 W rn 0 0 0 !, 0 . O O D ! D> a O m c0 ofl on a o � Dc o D o D O D O O (!3 a CLASS)IC 3/4"- 0" CRUSHED ROCK D 0 ° o I'll CD J_ o Z 00 0 ° o o CLASS "A" LOAD FACTOR 3.0 PIPE ZONE MATERIAL SHALL BE: SANITARY SEWER STORM SEWER TIGHT JOINT PiPE OPEN JOINTED PIPE PLASTIC PIPE PERFORATED PIPE PIPE ZONE SEE CHART BELOW W � � W O 4 z o 1000PSI+ CONCRETE PEA ROCK ROUND ROCK BLEND { PEA ROCK } SAND 3/8" MiN. DIAMETER CRUSHED ROCK 3/4" MAX. DIAMETER CONTROLLED DENSITY FiLL (CDF) REQUIRED IF TRENCH IS LATERAL TO OR IN THE TRAVEL LANE � W a ENCASEMENT MAY BE POURED TO FULL TRENCH WIDTH 1 1/4th Bc o z Bc+8 MIN. 4" MINIMUM ,,- O O 0 0 O O 0- O D O i i O O O O O O O o ° o 0 0 ` 0 0 0 0 S EE HART 0 0 0 ° C ° 0 D ABOVE 0 0 0 0 0 0 !, 0 . O O D ! D> a O m c0 ofl on ply � Dc o D o D O D O O (!3 a CLASS)IC 3/4"- 0" CRUSHED ROCK > D D " o h . D ° REINFORCING STEEL BAR 2" ABOVE PIPE 2500 PSI CONCRETE 3/4"- 0" CRUSHED ROCK LOAD FACTORS REINFORCED P = 1.00% - 4.8 REINFORCED P = 0.40% - 3.4 PLAIN 2.8 CLASS "B'} Bc - OUTSIDE DIAMETER OF PIPE D - NOMINAL PIPE SIZE a - FILL BELOW PiPE (SEE TABLE) P - AREA OF TRANSVERSE STEEL IN THE CRADLE OR ARCH EXPRESSED AS A PERCENTAGE OF AREA OF CONCRETE AT INVERT OR CROWN. TABLE OF FILL DEPTH BELOW PIPE D MINIMUM 0 - 27" 3- 30" - 60" 4" 66" + 6" NO! REVISiItN DATE BY APPR. CITYOF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 TYPICAL PIPE ZONE AND PIPE BEDDING STANDARD DRAWING 4-17 } =z FILE: A.DWG 1 C1 ! EXSTORM 62LHDFX INLET "ILTER OR APPROVED EQUAL Know what's below. Call before you dig, � = Z N M M = moo �0ccm _ia � m co � 0 m ti cn YpC'3 =CD m CL C U W C Q N z 0 us 0 o0 E— =z vQ z� X X Wo 0 to Q W J Q U oa O W Z 0 Z d d (n �0 (!3 a m m it I:) Q O J_ DO N z 0 us z 0 E— 1-- \ X X 00 00 00 0 to Q W J Q U O W h- Q } m z Q er- W Z 0 Z d d (n 6 Z 1- W it (!3 a n W I:) Q. z 0 E— CL J_ W Z o U) c O 0 O m 0 Q E a M 1 m 0 rn a 3 W Q OD 00 �o i W w i z .41 m E O CL m 41 0 v Q E a vs Z7 0 O m w cp i CL 00 00 OD a JOINT TRENCH DETAIL N.T.S. 2 rnK1f1DCTC rni E AD � i TS. NOTE: ACE RESTORATION DETAIL W1.17 ON PAGE FILL PER DETAIL ' ON THIS PAGE '1PE TRENCHING L BE BACKFILLED COMPACTED 3/4"-0" HED AGGREGATE TO RADE SURFACE RESTORATIC PER DETAIL W1.17 C THIS PAC BACKFILL PER DETA W1.17 ON THIS PAC ALL PIPE TRENCHIN SHALL BE BACKFILLE TH COMPACTED 3/4"-( TUSHED AGGREGATE I SUBGRAE J I- V YYGR CONDUITS CONDUIT TRENCH DETAIL N.T.S. THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATION REFERENCES: POLYETHYLENE (PE) PIPE AND SERVICE TUBING 3L4 INCH, 1 INCH, AND 2 INCH: W-401.02.02 POLYETHYLENE (PE). 3/4 INCH AND LARGER ELECTROFUSION FITTINGS:_ W -401.02.04D SERVICE SADDLES: W-401.02.05 ADJUSTABLE VALVE BOXES: W -401.02.08G VALVE BOX UDS: W -401.02.08G1 VALVE BOX RING: W-401.02.0862 VALVE BOX INSERT: W -401.02.08G3 FLANGED JOINTS: W -401.03.09A SCREWED JOINTS: W -401.03.09E VALVES AND VALVE TILES: W -401.03.10C RESILIENT -SEATED GATE VALVES: W-401.02.08CTRACER WIRE: W -401.02.02H & W-401.03.101 COMBINATION AIR VALVES: W -401.02.08H MATERIAL LIST No. QUAN. PART No. PART 1 2 519-2000 2" x 6" BRASS NIPPLE 2 1 519-2010 2" BRASS COUPLER 3 1 519-2090 2" 90' BRASS BEND 4 1 546-0200 2" SQ. NUT GATE VALVE 5 LF 567-0200 2" POLY PIPE 6 2 5740200 2" FUSION COUPLING 7 2 574-0210 2" FUSION ADAPTER 8 1 574-2090 2" 90' FUSION BEND 9 1 591 _ _ 20 _ - x 2" SERVICE SADDLE 10 1 597-8000 8" VALVE TILE LID 11 1 597-8010 8" VALVE TILE INSERT 12 13 1 NONSTOCK 2" COMBINATION AIR VALVE 14 LF NONSTOCK 8" VALVE TILE 15 LF NONSTOCK TRACER WIRE 16 1 NONSTOCK GRANITE PENCELL PLASTICS AGLPNS-1230 "WATER" BOX TRENCH WIDTH VARIES NI59 SELECT NATIVE SOIL 3/» O" CRUSHED AGGREGATE CL 6- . 6" MIN. MIN. UNDEVELOPED GROUND 12" a N TRENCH WIDTH VARIES 6. . 6"< MIN. MIN. PAVED ROAD 12" USE CONTROL DENSITY FILL (CDF) AS REQUIRED 31' -O" CRUSHED AGGREGATE TDCA/!'L unn TU I �,•� MIN. MIN. GRAVEL ROAD 6" 6" MIN. MIN. SLOUGH CROSSING RIP -RAP SCALE: N.T.S. `- ® WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB CONSTRUCTION: 1A/ ® TYPICAL TRENCH SECTIONS ■• 1.17_ ENGINEERING: J SPRINGFIELD UTILITY BOARD REVISED: 1-15-2013 rc,\S.n sdroe• n . �., i J f v., , c, -- Jcn 15. 2013 0. 36cm Plot'ed bv: uccb DWG - No-- FF11DF30 �kn SprinPacl 01-vN CSU GA p� its aF a� � - m to I, = :CO3 NLS c ti� �mca � a c � N cu E 6 cn 0 LO i 0 M CO3i N LOYLO ca j U V Q z O w cc z 00 rl- fn Q w U =z } m z Wd LIJ z z c� Q 00 00 O z �-- w '' W fn z� W w� 110 11 0- OQ O m mix D ao U) z O w cc z O F- F- Lr) - Htr) 0 V) Data �5 YMMa . SEAL Know what's below. Call before you dig. DRAWING NUMBER i x7 SHEET: 9 OF 27 rl- fn Q w U 0 o Q } m z Wd LIJ z z X X Q � U) 00 00 O z �-- w '' W fn a W a 0- z O F- F- Lr) - Htr) 0 V) Data �5 YMMa . SEAL Know what's below. Call before you dig. DRAWING NUMBER i x7 SHEET: 9 OF 27 _ 0 a 0 .a -a IV a a_ E n I 0 �o 3 Q 1 as 3 a w 0 I U I 00 0 i w w x i z ir w w z 0 z w i 0 a i _ 0 E 0 a- E 0 41_ 0 a E D a_ vi I -a a 0 m (31 w cn I 00 co 00 i CL a STANDARD STRENGTH FILTER FABRIC Ce�.W CATCH BASIN NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. FILTER FABRIC PROTECTION SOLID WALLS CATCH BASIN GRATE NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F_ OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN INSERT GENERAL NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON—SITE OR HAULED OFF—SITE 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE—THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY N.T.S. SPRINGFIELD U11UTY BOARD WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OR 97477 PH 541-744-3728 FX 541-746-3728 STEVEN WAGES, PROJECT MANAGER STEVENW@SUBUTIL.COM INSPECTION FREQUENCY SITE CONDITION MINIMUM FREQUENCY ' DAILY WHEN STORMWATER RUNOFF, H a A' OCCURRING. rldl% ONCE TO ENSURE THAT EROSION AND INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN OF SITE INACCSSIBIUTY OVERFLOW o MAINTENANCE AND REPAIR MUST BE MADE 3 . a• ONCE EVERY TWO (2) WEEKS. THAN SEVEN (7) CONSECUTIVE it CALENDAR DAYS A" 4. PERIODS DURING WHICH THE FILTER MEDIA = d a. OCCUR DAILY AT A RELEVAN AND FOR DEWATERING ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION a . v - a d n POROUS BOTTOM NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F_ OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN INSERT GENERAL NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON—SITE OR HAULED OFF—SITE 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE—THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY N.T.S. SPRINGFIELD U11UTY BOARD WATER DIVISION 202 SOUTH 18TH STREET SPRINGFIELD, OR 97477 PH 541-744-3728 FX 541-746-3728 STEVEN WAGES, PROJECT MANAGER STEVENW@SUBUTIL.COM INSPECTION FREQUENCY SITE CONDITION MINIMUM FREQUENCY 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, H INCLUDING RUNOFF FROM SNOWMENT IS Z O W J vi OCCURRING. 2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN OF SITE INACCSSIBIUTY WORKING ORDER. ANY NECESSARY o MAINTENANCE AND REPAIR MUST BE MADE 3 PRIOR TO SEAVING THE SITE. 3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS. THAN SEVEN (7) CONSECUTIVE it CALENDAR DAYS m� — 4. PERIODS DURING WHICH THE IF PRACTICAL, INSPECTIONS MUST SITE INCACCESSIBLE DUE TO OCCUR DAILY AT A RELEVAN AND INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION HOLD A PRE—CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 120OCN PERMIT REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 120OCN PERMIT REQUIREMENTS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 12000N PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 120OCN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 120OCN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. 8" MIN. DEPTH *20' MIN. WIDITH CONSTRUCTION ENTRANCE T.S. FLOW ON- Know whaf below. Cali, before you dig. MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT 30- ('YP) (—�— CATCH BASIN FLOW DITCH INLET ii u 6' MAXIMUM SPACING FROM TOE OF SLOPE NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2"x2" FIR, PINE OR STEEL FENCE POSTS. 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 3 SILT FENCING C10 N.T.S. 1m NOTES: 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. 2. BIO—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1"x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. 3. WHEN USING 30" BIO—BAGS TO PROTECT A CATCH BASIN YOU MUST HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". 0 goo 6" overlap �of bags. CORRUGATED STEEL PANELS r— FILTER FABRIC CRUSHED AGGREGATE GREATER THAN 3 IN. BUT SMALLER THAN 6 IN. 12 IN. MINIMUM UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A—A NOT TO SCALE FILTER FABRIC CRUSHED AGGREGATE GREATER THAN 3 IN. BUT SMALLER THAN 6 IN..� 12 IN. MINIMUM UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B—B NOT TO SCALE ZAP WASH RACK NOTES, 1. MANY DESIGNS CAN BE FIELD FABRICATED QR PRE -FABRICATED UNITS MAY BE USED 5 TIRE WASH C10 N.T.S. �1t copy 600zo5-NP2 S�+e plan hviec.J Spn�y�itd U.fililvj �3��u-A r• ► DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE =.a _ B WATER SUPPLY & HOSE y L W m cn ccvtoC ? c =3 0, ; cca N >'0 N to E m nth V V N L CD rrL^^ a� Y O :CO3 CDP U'> " gy m W u ci 16 01 m v� SEAL DRAWING NUMBER 10 O o0 H Z O W J vi UZ Q j. m 3: zw X X < wo IZ CQ o 3 cn J m it __.1 m� — = W SEAL DRAWING NUMBER 10 O H Z O W J vi `- N O O Lt1 j. m 3: z X X < Cd CO 0c) - O z W � IZ aQ SEAL DRAWING NUMBER 10 O H F— IZ J � e! Q __.1 = W SEAL DRAWING NUMBER 10 EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO ORIGINAL GROUND AFTER COMPLETION OF WORK. 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. a a 0 N t6 a 0 E 3 a x 0 m v - C Q co co OD n: I:JUT12[1111� !i � �LmOm m.K_:9�j AVALABLE ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. PRE -CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3. SENS111VE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. �'jl_i ill t101K A T . c0iit OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH 1N OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. .yii11I� ql::� W_� ''i ii7i! 'Xi 111��!'� 11 i • . ` DRAWING 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.C.11.(3)) 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.A.1) 3. TEMPORARILY STABILIZE SOILS AT THE END GE THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS THE OWNER/OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCH A.7.A.11) 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS SEDIMENT BASINS, TRAPS, AND BARRIERS (SCH A 8.C.1.(5)) PRIOR TO LAND DISTURBING ACTIVITIES. 5. PRESERVE EXISTING VEGETATION AND RE -VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7.A.V.(1)) 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. (SCH A 7.A.V.(2)) 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION. (SCH A 7.D.1) 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION GE CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH A 8.C) 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE (SCH A 7.D.11.(5)) 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCH A 7.E11.(2)) 11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE- WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111) 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS. VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER GLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. (SCH A 7.EI.(2)) 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACED BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN -STREAM CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGON DEPARTMENT OF STATE LANDS. (SCH A 9.B.1) 14 SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.B.11) 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO SURFACE WATERS. (SCH A 9.B.111.) NO SPRAY OR HERBICIDES ARE ALLOWED. 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT. (SCH A 9.C.1) 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. (SCH A 9.C.11) 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A 9.C.111) 19. SEDIMENT BASINS- REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A.9.C.IV) 20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM MUST BE OPERATE) AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D) 21. WATER OR USE A SOL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOL (SCH A 7.A.IV) 22 PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMP'S. (SCH A 7.D.11) 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A 8.A) 24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SC -1 A 8.C.1.(6)) 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A 8.C.L(7)) 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.C.11.(1.(c))) 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.11.(1.(Q) 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS. (SCH A 8.C.111.(1)) 29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.111(3)) 30. AT THE TIME OF FINAL STABIUZA11ON REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(4)) 15 W11, p w4tj uck'a."' P) \� 0� ?� y s , Know whars below. <� Call before you dig. � ti m 2: :cr) N M C6 E; co a �C � c E �0cm :.Y8 m ti U Ym `O ` M 0 v :CO3 m OY� 'j V 4- -1 1i : U ice. z m CLEARING MASS GRADING UTILITY INSTALLATION STREET CONSTRUCTION FINAL STABILIZATION WET WEATHER (OCT.1- MAY 31ST) EROSION PREVENTION °° z Z� x00 X Q a NIA 0 PRESERVE NATURAL VEGETATION a w n m GROUND COVER ao r cn m X HYDRAULIC APPLICATIONS X PLASTIC SHEETING MATTING DUST CONTROL X X X X TEMPORARY/ PERMANENT SEEDING X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) XX X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION ** X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE** X X X PIPE SLOPE DRAIN OUTLET PROTECTION X X SURFACE ROUGHENING X CHECK DAMS OTHER POLLUTION PREVENTION PROPER SIGNAGE X X X X HAZ WASTE MGMT X X X X SPILL KIT ON-SITE X X X X CONCRETE WASHOUT AREA X OTHER: ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. PRE -CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3. SENS111VE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. �'jl_i ill t101K A T . c0iit OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH 1N OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. .yii11I� ql::� W_� ''i ii7i! 'Xi 111��!'� 11 i • . ` DRAWING 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.C.11.(3)) 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.A.1) 3. TEMPORARILY STABILIZE SOILS AT THE END GE THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS THE OWNER/OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCH A.7.A.11) 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS SEDIMENT BASINS, TRAPS, AND BARRIERS (SCH A 8.C.1.(5)) PRIOR TO LAND DISTURBING ACTIVITIES. 5. PRESERVE EXISTING VEGETATION AND RE -VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7.A.V.(1)) 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. (SCH A 7.A.V.(2)) 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION. (SCH A 7.D.1) 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION GE CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH A 8.C) 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE (SCH A 7.D.11.(5)) 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCH A 7.E11.(2)) 11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE- WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111) 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS. VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER GLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. (SCH A 7.EI.(2)) 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACED BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN -STREAM CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGON DEPARTMENT OF STATE LANDS. (SCH A 9.B.1) 14 SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.B.11) 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO SURFACE WATERS. (SCH A 9.B.111.) NO SPRAY OR HERBICIDES ARE ALLOWED. 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT. (SCH A 9.C.1) 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. (SCH A 9.C.11) 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A 9.C.111) 19. SEDIMENT BASINS- REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A.9.C.IV) 20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM MUST BE OPERATE) AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D) 21. WATER OR USE A SOL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOL (SCH A 7.A.IV) 22 PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMP'S. (SCH A 7.D.11) 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A 8.A) 24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SC -1 A 8.C.1.(6)) 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A 8.C.L(7)) 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.C.11.(1.(c))) 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.11.(1.(Q) 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS. (SCH A 8.C.111.(1)) 29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.111(3)) 30. AT THE TIME OF FINAL STABIUZA11ON REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(4)) 15 W11, p w4tj uck'a."' P) \� 0� ?� y s , Know whars below. <� Call before you dig. � ti m 2: :cr) N M C6 E; co a �C � c E �0cm :.Y8 m ti U Ym `O ` M 0 v :CO3 m OY� 'j V 4- -1 1i : U ice. z m z Q j - Q F - (n 12 CL tJ') J J EE H O V) W J SEAL - ■ DRAWING NUMBER ■ SHEET: 11 OF 27 o0 = z 3:rn c=n a W U �Q °° z Z� x00 X Q a 00 00 6 z F- W 0 oa a w n m ao r cn m z Q j - Q F - (n 12 CL tJ') J J EE H O V) W J SEAL - ■ DRAWING NUMBER ■ SHEET: 11 OF 27 r - 3:rn c=n a W U o o Q °° z w W z z x00 X Q a 00 00 6 z F- W cn a a w n z Q j - Q F - (n 12 CL tJ') J J EE H O V) W J SEAL - ■ DRAWING NUMBER ■ SHEET: 11 OF 27 c: c: 0 c: 0 CL E CL cq (6 Im =3 OD 00 00 LaJ r cn it LLL Lai z 0 z LaA< E0 > p 0. E 0 .0 (n 0- E a_ vi rn CL co OD co INS SIDE VIEW IVI- FVML VIM ALL FENCING POSTS SET IN CONCRETE DE MAXIMUM TOP RAIL ON ALL FENCING TENSION BAR 9 GAGE, 2" MESH GALV. FENCE FABRIC BOTTOM TENSION WIRE AT GROUND POSTS SET IN CONCRETE WHEEL STOP POSTS SET IN CONCRETE GATE TOP HINGE - 180' SWING TRUSS RODS ANGLED SECURITY TOP WITH 3 STRAND BARB WIRE BOTTOM HINGE 180' SWING TRUSS ROD HOLE DIA. = 4 X O.D. OF THE POST FRONT VIEW FENCE DETAIL N.T.S. ODAPC DAII �1 2 SINGLE GATE C12 N.T.S./ 109_0" MAXIMUM TOP RAIL ON ALL FENCING GUIDE RAIL ANGLED SECURITY TOP WITH 3 STRAND BARB WIRE AIMUIR CORNER POST C14 9 GAGE, 2" MESH GALV. FENCE FABRIC NG GA RAIL WHEEL WHEEL STOP o `-—GROUND WHEEL TRUSS RODS - FRONT VIEW BRACE RAIL LATCH 2 04 ANGLED SECURITY TOP WITH 3 STRAND BARB WIRE TRUSS ROD HOLE DIA. = 4 X O.D. OF THE POST FULL FLAT TOP BLOCK AT TOP COURSE FULL BLOCKS AT LOWER COURSES EXPOSED HEIGHT • a . I=I ((i a. WALL HEIGHT X 4 MIN. EMBEDMENT (AS SPECIFIED BY ENGINEER) PRELIMINARY -BLOCK LAYOUTS TO BE APPROVED BY ENGINEER" T.S. GRADE BEHIND WALL PER DESIGN REQUIREMENTS FREE DRAINING BACK FILL TO EXTEND AT LEAST 12" BEHIND WALL NON -WOVEN GEOTEXTILE FABRIC (IF SPECIFIED) PERFORATED DRAIN PIPE (AS SPECIFIED BY ENGINEER) LEVELING PAD (AS SPECIFIED BY ENGINEER) RETAINING WALL N.T.S. 3.5" ASPHALT CONCRETE 9" CRUSHED AGGREGATE BASE OVER GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY �i(e GoPy Pl (in FENCE DETAIL WITH ROLLING GATE Know what's below. N.T.S. Call before you dig. z 0 LU cc z 00 xz z 3.-0) 0 Uj U-) 0 F- < CO z < 0:� Uj W 0 z 4: 00 CO 00 0 z LLJ 0 Z_j 0< U) Z a 0 m Irw <0 m z 0 LU cc L;i SEAL DRAWING NUMBER SHEET: 1 2 OF 27 C12 z 3.-0) 0 Uj U-) 0 F- < CO z < 0:� Uj W 0 z X X a_ U) 00 CO 00 0 z LLJ 0 a CL L;i SEAL DRAWING NUMBER SHEET: 1 2 OF 27 C12 Q. CS C*4 Q6 CD rn Z a. Ix 0 0 co co 00 to Z cn Z w Z 0 Z E 0 E 0 41 (n r_ �2 41 En 0- E :3 a_ 0 cn I fl, to 00 00 co 2 0 a O .a a m 41 O 0- E d rn 0 N rn 1 a 3 a J LJ C9 z 0 J m 1 U i OD m OD w w c� z w w w z 0 z w 0 i c m E 0 CL E c 0 a a E 3 £L 1 a 0 m a c 1 OD OD «D CHAIN L'. DOUBLE 5EE 4/5" iv /V \/, 1I1t\ t T ♦_.t t t ,\/F/i-1- t4- t T!-. L/\/uw \vl 1540-510 (6V-1) BOTTOM TYP OF 4, COURSE OF CMU DISCHARGE AT I. SEE STRUCTURAL DRAWINGS FOR ALL OTHER CMU GRADE TO REINFORCING NOT SHOO N_ SPLASHBLOCK 1 SOUTHIUEST ELEVATION 3 N0RTHEA5T ELEVATION A2 11/4'=1'-0' Mf W/ CI E: 32'x32' INTAKE LOUT SD -1/5L-1 SE AND 5CHED T 1/4'XIro'xlro' HDG FOR MOUNTING LIGHT FIXTURE. SEE ELECT. DR411IING5 FOR WEIGHT SMOOTH -FACE CMU, ABOVE 14'-0 ALL SIDES. TYP SPLIT -FACE CMU, BELOW 14'-0 ALL SIDES_ TYP I EXTERIOR LIGHT 2 A5 TYP tt( 1 fl / / fl = z 0 c=n a t;j U U Q 22'-8' 12 I4 z SOUTHEAST ELEVATION A2 U4'=1'-0' 1"�\iTf�n1I'\t� i tit IT H55 roxro COL, TYP TOP OF CMU WALL 0 GENERATOR ENCLOSURE ATTACH DOWNSPOUT TO STEEL COL 4 CMU WALL Y1S40-510 CSV -2) BOTTOM COURSE OF CMU 4 NQRTHWEST EL VATION A2 U4'=1'-04 6' GONG. SLAB %L SOFFIT PANEL 5 x FULL HT EA CELL FOR TWO L EACH END OF BUILDIWS 3x© TIES -9VO.C. 3 DOWEL EA CELL STRUCTURAL PLANS .H END OF BUILDING F[�, (qV @ I -(q- m0?,05- TYP- 5\c � P (t R �w w) 51mA(A f4w Ufihwn 1 Know what's below. Call before you dig. m Lo m ? > v3 CD coti N M M C =3 CF, co cca -" W E mCh V ce LO '' rn 0`. ci cap O Y Lqor3 ci :U ca.- z 0 V) W w 00 = z 0 c=n a t;j U U Q z j. ML z Zcc X X n :2, Q win to oQ 0 w 3 �0 m i1= In _ U) z 0 V) W w z 0 F— Q F- 2 J F— D 0 V) SEAL - ® DRAWING NUMBER ■ SHEET. 140F27 0 c=n a t;j U 0 Q z j. ML z w z z X X n :2, Q 00 00 00 o z H w w to C] C1 w o CL z 0 F— Q F- 2 J F— D 0 V) SEAL - ® DRAWING NUMBER ■ SHEET. 140F27