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12730 SW NORTH DAKOTA STREET-1 S' C Mi 1 V ._.... W—� a LLJ cp uz to 00 C Q+ r- C co00 x C14 1 1� O 0 O N ! 0 m M Q � a m • cn x C 110 Q — a O w • I • 6 'Q C14r" I uj CL CV • In CD N 0,--, r Z 0 oo y LAJ to SITE DATA < � m L o -~ L- W 0 ,...."-........ --^�.---••""�'"`�.. - "• • ' B � U a. ^- ANK 3,593 SQ. FT. RETAIL. OFFICE 11,156 SQ. FT. , TOTAL 14,749 _ .. FT. I -• w, ..w..-^-"�»',,,.„-,- •.'.”'"" .. _ .,r• w "'"h _, PERKING RATIO (4 34/1000) SITE AREA (ROUGH ESTIMATE) 63 STALLS (3 AC L~SSIBLE, 17 COMPACT, & 43 STD.) 57,500 w yr , _.,.• ",".., " R(� ' _. " . I ANDSCAPE REQUIRED: 11,625 - 15% „n v.ww«o,muM. wuw«a ^"uNrM;werlrvw* ,, PROVIDED: 14.884 — 26% ..r.•M U G ZONE:CP „r n"""."...w'r".. "..r•'"°„ "' , ,.,.... t � ..., ylrp'Y►;rq,,.w'.r,:«...+MisYewn.vi> � CONST. TYPE: V N n OCCUPANCY: B2 •'1•"'•"••t ...M•w••'• � •� AfiTt+r9dr'G+P.'R4'+,JiMM Il C` ......- - ,. ..--•. _ _ ___�•,� + ` ! (NON-SPR!NKL ERED) Li �"'•"" ✓ -FRN=_ CUA -- ,\ r� .,--• _.___' ..,, �"'' PROPERTY LiN W-.► �f E F.H. ^ U � I �_..s► — � ..--SIGN i W 1 I N 1 7'-0"--a 16'-0" 24'-0" DANK 4 STD F.H. I � L 14'-0" 24'-0" Q r' 10 �.' LLI r C o 13 r o i I i r I v � o0 U) o � U) BOLLARD� =...8 ® 8 8 t9'-d' r 9 I - ' N� 15C �P. � { Q I I t iI � RESIDENCES TRASH ��,. �, , I T. �6; '` 4 14 I fS7 U I O Q � n 00 Lu D ` r m o VETERINARIAN N OFFICE LEASE SPACE I DATE: 6/10/94 DRAWL BY: NSs SLD R / \ CHECKED BY: CD XW cz) �,, REVISION M0' WIDE GRASS SYVALE ® 1 y� 7s W EDITION 7 CLOSING .; v� DATE: S 89'49'12" W 24O.C,. r ( t)F.H. ob 20' SETBACK LINES CAI i DAYCARE FACILITY 51 T�y-vo�� S�c/y 4�v lA J � M4C KV N7IE/$AITU M ASSM:IA TES,P.: i 1993, ALL RIGPTS RESERVED SE . THEDRAM"ARE THE PROPFRTV N a_ MACKENPE i5AR0 AI ASSOOATES,PC IU; q (/ Al AND AN NOT TO 8E USED OR REPPRI - { / Dim,N AN1MANNER, EYCFPT W1ITH T�, y-M_.»-„•• PRIOR WRITTEN PERMISSION OF M`SA j Q SHEET U SITE PLAN tT j % Mr;•etrr+�y qr, n q�in'�^�ry�^ '.� �..,r''!i ti'r.7 1 •da Ai.0�! 1"-20'-0" 1 1--1 U :uth NAOM Street,12730 V- TTM-0029 - AS FILED FOR SI T EWORK PERMIT If(tis notice appears cle;u I „II ,he document, the document is of marginal gt;<at;ty, !Ci1l�+ ��I.4�. • I,�+� III ;Ai �tni itidaii mi ii�t niilnn nnl ►iuii ainln��Iif► I i ,i , ,. -, .: .,.._,.a,, ..,•.,, : - a ,:,., -..vre o-,. '.,t=-..5. , ;, .. -: „_ „ .,, ... - ,.;cam'_ -a. - i , • _ , • �. .. �! OF , m r� U 1_ 0) U i O 00N Q C fD I r70 U v► x N 0 C14 � la m M N � 6 O u O a v L LEGEND ' rn< - � 0L` ! • O H•• �N o p Q c » Ln EXISTING TREES TO REMAIN o `� rn l CL r • m ' tn „,a. ..'...a Z Z m � pp ... - =_ �' EW STORM SEWER LINES W v" ,,,,M,,wA,•. •• / U mNcm NEW SANITARY SEWER LINES ° ?3 y.. " �� 1� C r.. a,+v*'• ^".«+w"rv.r..+.sa rr _ 3 L to 0-r- NEW NEW CONTOURS a O a a J w • = 0-- _..S ' +�F "r." +�"'' 11 230 1 �y EXISTING CONTOURS / - R8 - ----.. �O ,. ' " ,�„_. _•.._� - Q `_ ! FRONT „L-- K '� 4 ... NEW WATER LINES .-b IBACK WIDE CURB BREAK 5 31.40 I NEW. SIDEWALK TO Q�0 CITY STANDARDS (n i r ( 1 ",I 1 IE 22$1.20 t a K Lj- 229—__,8U ! 9. - F.F. 231.00 228.1 t 1.1 _ Q i 1 .6 v f t (3) 18" W16E CURB BREAKS � n IE 227.75 -� � RiPF<AP ) 0% 2?9 � 3 0 8"gib >� t 0 % �F- 3 29.80IE 227.85 !E 228.35 .45 �73 .45 228.70_ "�- ' 0 230,70 _ 1 j 1RASH 230.E6 - I -T- 23+40 23 ,40 .40 cn w i D a F.F. 231.60 0. M _ , DS DAYLIGHT WATER METER WALE 90 :'� IkV101_YNtI rtflt;JAUS 35 -- I r J --• - --- - 1.4N :Off 1 Pni�T 1 O 'CON + s �0' WIDE GRASS�11N�14F �'"f� I -'J"G'` -.. .._. ,t,....� _,__ �,� r'' �■ ._.__.__.__- • I -ter- — _ - �—• _� ;i ]:I 225.60 n EAK N 0 -(41 2 -MH i I DATE: ss ts'tz" w 40.��\ -� I 6/10/94 RIM 228.33 M NOUf� `', \ I.E.--(IN) a ALL 3 �:.� f DRAWN BY: SLD/N S5 CHECKED BY: DLW REVISION � I � z EDITION 9 j 2213.03 LE. 219.73 �OUI') O � MACkFN11k/SAIIU Q ASSo,',1ATES•P t. 1993, ALL RIGHTS RE 'ERVO GRADING AND UTILITY PLAN MESE D0.�WINOS ARE THE PROPERTY o I 4ACKENZIF./SAITO&AVOOATES,PC 'M S Aj ANP,IRE NOT t0 BE USED OR RE � {{ t -2()'-' O" D!CEP IN ANY WNNER, EYCEPT WITH THE 1 d PRIOR WRITTEN PERMM5 10N(W M/SA t Q SHEET �t C2.J 1 OF A N z9�srreer,12730 JOB NO. 294149 AS FILED FOR SITEVI�ORK PERMIT 7/28/94 � If Ihis police :1ppe:lrs cleru•er 111:111 the "WON �vcument, the document is of marginal qu;ll;ty. 111111 Jill CD 30 x ,, `� t��� '+tin++�+1►hnl��ir ml Iml+n++�+rlpn n+ik+n rah+n mil�ni iNllun�+` ri Il�dl_.,"u.....—., V.iyw.xuw :..:.:.. a.1iIW., lur : .. .a "^ "..x'. .....'•:-, ,,: k �'1 _..L, .—..a .4.i'aY6,bcY-- --'--. - irrtWn.c,iJsJv.n:.,,.n. ._,_:. ,.,: .. : .. _ _ .—•_..... _. eCiw...,,..n:y,"�aa.ilWllYY� YfYUYYitI'..r�'r:.—:...ti'— -=-":�1 �, .. _ .... _... .... - r._ Y':<fsefiW`! <.-;_ ....... .. ... ..... __�_....,. .. -._.,: znm,'.£`:!,?'"T'v, ,�.�,p•`� a.n eTge.'T-r - 1 r 13974111 �.'' '"" IIMM'W+MV,.+.r...v ..y..r. xrM,nM „"�,,,.� �v.w, r•<.w:a,w«.r. r- Mail 401k oil y I, .TIM"'•-,r.�.,�_...+n.....«..—..,.v. :tF•. ERosioNCONTROL NOTES � s- UQRM RAIN INLET PROTECTION 1. Construction activity to consist of new building construction, PURE r-------� I paving, and utility work (storm drein,sonitary sewer, water, gas, U electrical, telephone). TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN GYS1EMS FRIOR TO CL 2. Total Site Area, 1PERMANENT STABILIZATION OF DISTURBED AREAS. �9 T S WHERE Disturbed site area:: 1..32 ac ac f NDI ION' PRACTICE A��� � WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION W a) 3. A!! trucks transporting saturated soils from, the site OF THE DISTURBED DRAINAGE AREA. Q 00 shall be well sealed so that water seeping from the soil cannot ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN c o) I drain from the vehicle. If truck is not sealed, the loaded truck Is ADJACENT PAVED AREAS WITH CA1.'4 HILL DRAINAGE. W required to remain in place until the water dripping from the saturated soil has been reduced to less than one gallon per hour N O o before leoving the site. DESIGN CRITERIA/SPECIFICATION~• O CD N O O 4. Effective erosion control is required. Erosion control devices SEE DETAIL 1/C3 FOR STORM DRAIN INLET PROTECTION. en BERM' MAY BE REQUIRED TU DIRECT DkAJNAGE TO FLOW THROUGH THE FILTERS Q O CL must be installed and maintained meeting the D.E.Q. requirements. BER PREVENT BYPASSING OF THE INLETS. a? • j� The City may, at any time, order corrective action and stoppage or c n) Q work to accomplish effective erasion control. AT NO TIME SHALL MORE THAN A ONE FOUL DEPTH OF SEDIMENT DE Al I OWED TO - + O �. ACCUMULATE AGAINST STORM 00AIN INLET PROTECTION ME;SURES. SEDIMENT MUS' m 0 8E REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN O r, 1 • 5. Effective drainage control is required. Drainage shall t THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. 0 ,�� controlled within the work site and shall be so routed that � N o o I� adjacent private property, public property, and the receiving system � EVr` ! '� C Ln are not adversely impacted. The City may, at any time, order corrective STRA�I BALE SEDIMENT BARRIER (n � p � p� action an stoppage of work to accomplish effective erosion control _ a - m N -- 70 REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY W PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF N • Om M ,....: x'• ,..w•:.•- �� `v/ l / VELOCITIES. Z � 30o I ,M.,dM•. .:w,.,.. «"'" J --� y.,r..�•.» ® ONDITIOI�1�R�PBAS�Il�APP_� �1 W :30v ,.• ( Y 0 tri -- -./ MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS U D • � 0 O "�•,,...�""" " 1'�O""r`�r OF LESS THAT: 100 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX Q RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. n AT TOE OF SOLS STOCK PILES. � •� ,.■•"'" � �" �, y, r�«°ie' 1 IN EXISTING, "DISTURBED DRAINAGE DITCHES/SWALES USED TO CONVEY DRAINAGE TN;Ol 3H DISTURBED AREAS OF CONSTRUCTION SITE (AS AL.LOWFD BY THE JURISDICI ION). Il-TER FABRIC OVER C.B. ,.rM+"'"' ^M- C� ✓-- • i ADO ..v�t +� ` l DESIGN CR'TERIA/SPErtt 11QRB ; -GRAVEL FILTER ,Fr „,." .�«� ""*-,""""` ,- /� -" w.• , .� T �_.- . ��__-- r FRON w` I SEE SHE[T C3, FOR LOCATION OF STRAW BALE SEDIMENT BARRIERS w �,",,,,...• -"""""� � /� C.O. o pp�K IE OF WALK ' '• ALONG SLOPES AND CATCH BASIN'. .•.. '131Z P i STRAW BALES SHALL- BE STANDARD 40 TO 60 POUND RECTANGULAR B ,LES OF CEREAL GRAIN OR SEED STRAW. :. - �",,,.. s.•'"..ewe 1 L_ ' 18" MIN, 1 ---"".M_ �....,.r,.,r� .".''� " �1 �' Fr 7ti'41 20 E �\ I _�- • --� '�" N i STAKES SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO 4 ^4 ~.�'_�- ,J "'� r // A MINIMUM DEPTH OF 12 INCHES. II-E.. ,._..I��, ;'�=::111-x.111:_lll�i!! ��f--�'-``� � � �.,� �...J �1 �, �•.. d 18" I i STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. � WIDE CURB BREAK NEW SIDEWALK TO STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH CITY STAND RDS AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. WEEP RULES IN C.B. I I �l�.y- � � , AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE w ALLOWED TO ACCUMULATE 13EHIND STRAW BALE SEDIMENT BARRIERS. I •E .4- SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE U I NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. o BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL U j GROU14D COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND _ 4"0 0 t,U % CI. \ d /'�~ UNTIL OWNER ACCEPTS I WORK.PROVIDE INLET >I LL CATCH BASIN SECTION TM P U II I fEM ORARY SEDIMENT FENCES SEE- 11C3 t !-• PURPQ5L- < t TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY ?�� t PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNI"'F F.F. 231. VELOCITIES. \ CONDITIONS WHERE PRACTICE APPLIES: I \ N30 DOWN SLOPE OF DISTURBED AREAS WHERE RIJNOFF MAY OCCUR AS SHEET i W RUNOFF. (3) 18" WIDE CURB BREAK 0 1 AT THE TOE OF SOIL STOCK PILES. N -- 4„0 @ . 1 �. '� _ AT INTERVALS AS INDICATED ON SHEET C3 ALONG THE CONTOURS OF ` - 1, LARGE DISTURBED AREAS. ��-•J A RIPRAPT GRADE BREAKS EXCEEDING 20%. i O�CV� - 1 0% .3 J �' ,r T` •,�. 0 t i FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. GP� \ SEDIME14T FENCES SHALL NOT BE INSTALLEC ACROSS STREAMS. O To 11 DE51GjyL” lA;SPECIFICATWN1. C3 z SEE DETAIL 3/C3. Q SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH .. ,r N CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO r / - l C.4 CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE TRASH U I ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER 2" 10 4" - i : I I FABRIC SHA'-L CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO z - q PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION O QUARRY SPALLS j, i t yv i- ^� _ ( LIFE AT A TEMPERATURE RANGE OF O'F TO 120'F. SUBGRADE REINFORCEMENT I % �f `l�- PROVIDE FULL WIDTH 1 -- _r�_ - T�� � ,-__ --Ji GEOTEXT(i_E, AS REQUIRED � % OF INGRESS/EGRESS AREA I 'v ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER (,n Q SEDIMENT RETENTION. /�8" MIN. DEPTH I N —1 AT 0 I V L4 D 0 TIME SHALL MORE THAN AONE-FOOT DEPTH OF SEDIMENT 9E �q 1 ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENI'E. SEDIMENT SHOULD I 9E REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES Ld I i I / I PEPAIRED AND REESTABLISHED AS NEEDED. DRIVEWAY SECTION BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL r2 TEMPOkAkY EROSION 1 a /� GROUND COVER HAS BEEN SUFFICIENTLY ES1A8'.1SHED TO PREVENT EROS,CN AND w UNTIL OWNER ACCEPTS WORK, t I, CONTROL FENCE \ ( ; SEE 3/C3 V DS DAYLIGHT 9RAVEL CONSTRUCTION ENTRANCES r ',•'�� \ , TO SW %F,LE I 1lAY1D[I hi';iILOIIK$ - I ,/ ! \ TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, CTC., TRANSPORTED ONTO ROADS • a BY MOTOR VEHICLES OR STORM WATER RUNOFF B" CONSTRUCTING A STABILIZED 111)RT1 A Nu i,at,,TIN PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. 10' WIDE GRASS S ALE ® 1% Y� I -_ i I E E-A LIES. �� - 2" X 2" WOOD POST A7 4' O.C., STANDARD --� �� �� I �� ^'K� n / OR BETTER OR EQUAL ALTERNATIVE — -- - - - � 12"r C� 0.`_, " �� . I I I CONDITIONS WH RE PRAGTIC PP V O '-- - - AT ANY CONS r RUCTION S;TE WHERE TRAFFIC WILL BE LEAVING THE SITE AND i -"-, ❑ ® f , STEEL FENCE POSTS. _ _ PLACE POSTS AT 6'-0" 0/C MAX. w i I S 89'49'12" W �4D.OD• - MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER DATE: FILTER FABRIC FENCE -- f r APPROVED ACCESS POINTS. , •36" WIDE ROLLS 1 DESIGN CRITERI t7�10�94 i � I Af�P�IFICATIONSL, DRAWN BY: SEE DETAIL 2/C3. SLD, NSS MATERIAL SHOULD BE 2" CHECKED BY:TO 4" QUARRY SPALLS. DLW THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET 1N 1 LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EUIT+OIN N EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION= cT CLOSING , ( I SITES.) DATE: ADDITIONAL GRAVEL MAY HAVE r0 BE ADDED PERIODICALLY 'TO MAINTAIN I� - -1LT PROPER FUNCTION OF THE ^^D. IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE ., HOSING OFF WHEELS BEFORE VEHICLES LEAVI Ir'E SITE OR OTHER NATIVE BACKFILL I CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL / 4 MIN \ 'I WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATFR SHOULD BURY BOTTOt•i OF DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE FILTER MATE SIAL /r CONSTRUCTION SITE. IN 4" X o 1?ENCH. i CONTRACTOR IS RESPONSIBLE FOR ALL MEAF''RES REQUIRED TO KEEP PUBLIC STFEETS CLEAN AT t•'O ADDITIONAL COSI TO OWNER. Lu EROSION CONTROL FENCE U USE SUBGRADE r;LINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL c MAcY,EALL RIGHTS R ERVIED Tes,N:. BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON 1955, AI,1.RIGHTS RESERVEp �3 _ w EROSION CONTROL PLAN EXISTING LOTS OF RECORD. THESE PRAWIN,S ARE THE PROPERTY Or tMAIII(ENZIC/ I I.iJ �^------ A)AND ARE IN NOT)0 BE USED ORPT W RE 0 1 20'70" PROF, WRITTEN PERMISSION Or M/SA SHEET i C \3 i OF 1 •rntn Stleet,12730 J08 NO. !l_9 294149 AS FILED FOR SITEWORK PERMIT i I If this police appears clearer !11;111 the f document, the document is of marginal qunT;ty. jWqCD 30 X Tri �I�Iti►I!i�I�r l��II;I��ii 4 +�t��it lIIII !�I!II !I��!I II�IIII�Iiillllll Ilif�l(If Illl�itll(IIIIIIII!illlllil Alllllfllll!IIIIIIINIIICI u!�' I 4 , IT ; _ . .. qjj� NATIVE BACKFILL (SEE SPECIFICATIONS FOR PROPOSED PAVEMENT AREA v COMPACTION FfQU)REMEN ) SEE TYPICAL PAVING SECEON • _ 1'-0" WIDTH OF SIDEWALK C� { -----------SLOPE TOP OF CURB ----CAULK PIPE INTO HUES TYP, ROOM FINISH I LANDSCAPE AREA PAVED AREA HINGED TRAP TOP OF SIDEWALK _ - z -TOOLED EDGE EACH SIDE h EVEN WITH PAVING0z 90oF, 277 CROSS P•VWv4v0�,°D�e Cho• o°n n PLAN LLJ Ln /� o •°o�;oo Oa c IRON" x 2'-4" x 2" CAST' 1,-- a DO OR WELDED GRATE _ ----PAVING SECTION, CRUSHED c 1 (' SLOPE --RADIUS EDGE 1"-0" GRANULAR BACKFILL (4,� 1/2°0 HOLES EACH F ROCK r GO �� A I BASE COURSE LEVEL. ACE 0,K BASE OR LANDSCAPING V Q► x �y ' A TAPER CUkd AT SIDEWALK OR END OF CURB (SEE SPECIFICATIONS FOR <" 8" � rn o N $ / COMPACTION REQUIREMENTS) / ----CONCRET'E FRAME CASING 0m M CA DIMENSION 6 L / AVING -- -CLEANOUT FRAME AND COVER (/� ` o E / - -. .. <... . .. ------COMPACTED Fll1 � XTRUDED CONCRETE CURB � / � c ° ° � � '' �'� `' t �4d c s � X FINISH GRADE I I / r SET IN EPDXY CEMENT �-1"-D" GRANULAR BACKFILL o \Y�`, - . ---4" CONCRETE WITH ASPHALT PAVING (SEE SPECIFICATIONS FOR V) O Q �- Ey / COMPACTION REQUIREMENTS) � a } I CONTROL JOINTS AT 5'-0" O.C. m �N AND EXPANSION JOINTS AT < a 1/4" R STEEL ALL 'NEEDED 5' ELBOW o 0 1 20'-D" O.C. OR AS i < 00oa o00° °00�co 111 1.. z CONSTRUCTION. ASPHALT in --moi' (A c 0 a) Cn SHOWN ON PLANS, y '°moo a00,© o °OV,P,C o°o EMULSION COATED INSIDE I w ��o a oo°o1V" " " }-- APPROVED SEWER LINE: p;oe°oUa;00 00„°c,o, 1 -0 GRANULAR BACKFILL cu AND OUT. 2'-0” z 2'-p" p C qt RUSHED ROCK BASE $ o°q00,°°'' OU"o� t (SEE SPECIFICATIONS FOR `0 5' WYE W ,a Csct CL R_ '�wo ti oppo COMPACTION REQUIRCMENTS) _� INVER_T=� (OR 24" ROUND) p0°w, °o ELEVATIONt Z 0 a, o��Voo -SEE SLOPE AND I.E. VARIES 3 UTILITY ° PE-ANF b 0 � OR PIP . . -�.. 0 0°°`�" °00°° ' °oo�OV SIZE AND TYPE (MAIN PIPE) SEE PLANS NOTE: � Y N ri"�SIDEWALK `-_'--- `` 0 '`�' UV°`' ° T) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. " 2 EXTRUDED CURB AND TAPER Q t 0 3 STANDARD TRENCH 2) LYNCH TYPE CATCH BASIN OR EQUAL ELEVATION mp 0 N TS N.T.S. 7 4 CATCH BASIN Q a a. af Full Size W Q s CLEANOUT j SEE PLAN L �. __S'-0'. h 3/4"=T'-U" m U N.T.S. �. WIDTH VARIES DIMENSION VARItS WITNUMBER REQUIRED SEE SITE PLAN 3/8� 090" ALUMINUM SIGN PLATE. + WHITE BACKGROUND 0 --" TOOLED JOINT N+ �W / M I" HIGH BLUE LETTERS 1 1/4" GALV. STD. PIPE �� ONCRETE WALK j SAeIEf, DI CRJSS 112 1" RADIUS I:}? AgalHc w l` - AND BORDER, BAKED ENAMEL uj 2X i SLOPE TOOLED EDGE I I UMV mVPERDIr (n. uj _L_ • VIOLATORS DISABLED SIGNAGE PERrnwlNc uklDru '—HANDICAP SYMBOL WHITE STATE REQUIREMENTl' TAPER CURES ORS ell e:okaWITH BLUE BACKGROUND•' SEE DETAIL 1 O/SD5 / AND TINE UP k 1 cRS s UNDE ' � OBitSl°. '� Q 9 18 FILL - / ASPHALT -----COM�•ACTF.D ~� ,/ CONCRETE FLUSH —9- ;t ----CAST IN PLACE CURB _ /i - 3 z I^ -- 1 � �' / ♦ 4" STRIPS W) � V , f--- J �� 1 AT 2'-0 OC 1'YP. 1c-------- - + O r_�- = VAN ACCESSIBLE W -~-PAVING SECTION �v - SIGN ---- ---COMPACTED ROCK BASE � ( -_---, 30, TYP• 7 3 1/2" z NOTE: ,_�. , - 6"0 CONC. FILL FINISH l � • CONCRETE TO HAVE STRENGTH ( l —3" WIDE PAINT STRIPE SAME AS ADJ. SLAB �` V�/' J o w 2* O 4 PSI IN 28 DAYS, / TYPICAL 1 DISABLED SYMBOL. i � �'" TO 4" :,LUMP • - PAINTED PER 1 � iy - Bs+-- OREGON LAW ✓� �/ I '^ • PROVIDE EXPANSION ,JOINTS • 20'-0" O.C. --.� •s �� 1. ALL DISABLED STRIPING ALIGN CURB AND WALK JOINTS I AND SIGNAGE TO COMPLY I ��� WITH ORDINANCE 10 V + PROVIDE. CONTROL JOINTS IN 1 ORS 447.233. of I I I Q W�°'--� 11 5'-0" O.C. _f - PAINT STRIPE 2. DISABLED SIGN TO 8E / �%/ � MOUNTFD TO SIDE FOR _L6 7- • CONTRACTOR HAS THE OPTION TO CAST I ' �_ ~ t _ L1 *'-- __ __ VAN ACCESS LOCATfONS - -- ------- _ __-- CURE? AND SIDEWALK MONOLITHIC. g•_q�� AND MAY BE CENTERED 1 ', 1 6 SIDQ �-• _ 6'-0" STD. ITYPICAL) I FOR STANDARD DISABLED 1 \• N EWAY_K WfTl� Cj•LP. CURB _ -(TYPICAL} 9'-0" AT VAN SPACES. 4 RIBBON R!`,CK 4C CESS LOCATIONS e HANDICAP STALL Kr��HANDICAP SYMBOL u - — 3/4"='1'-0" + MBOL Ell NOTE TO DESIGNER - 1"=1'-0" m 10 rIA�JL�iCAP SIGN N.T.S. v) VERIFY RACK LENG1}1 FOR Ni1MBER Of BIKES REQUIRED N.T.S. chi - 38.375" FOR (5) SPACES. = N T S. x V) FLOOR SLAB + ' FRAME AND GRATE Q FRAME a cover,-�, • . F.G. OF RIM CAST IRON TO EXTEND SEE Owr, ,N0 0_,i2 �\ W 4' ABOVE FINISH GRADE, cFI. _STANOARo M M. /-BOTTOM OF SWALE = 2.26.55 0 WALL v' � RUNGS 12"O.C. 90 DEGREE SHORT TURN ' �-------PIPE BOLLARD, FILL WITH F1NIS'1 ` • LCCA-.EO C t V�-,- + —ELBOW HUBLESS CAST IRON ��-- 45' WYE CLEANOUT "' �� CON_KETE, PAINTED YELLOW GRAOE� \ III s'• SIDE OF;iANr,CL� WITH STAINLESS STEEL WITH PLUG. I� DIAMEIERI. WITHIN 24" DF 30' BAND, TYPICAL- SEE PLAN (C1) FOR LC • 61/'' _ ' I ..., �/ L COVET ANO FLCOR. GRADE AND SIZE. y�- - -_/ • .—. IE=226.35 45 DEGREE SHORT o I I TURN ELBOW - --- _ _ - _ I N • �� SUMP \ SOLID GROUT AT BASF ( _ — ,',1 i I \ �' J \ 4" CONCRETz EXTENSION RI'ta INL^- - - f FOOTING M Y '•, ' STALL AS REOUIREO TO 3R�NG t • \ MANHOLE COVER 6 I+RAME TO o 1. +• • , \ DESION GRADE- MAX 3 RINGS 6" 2'-0" • + 2' 3 OR 12"' MAX. J i E " - „ Y-0"�" W)l •" o•.I' �'- c"C;=HTR:C MANMC! 1 TCP -a 3' - 3 SECTION ELEVATION .� �JE SHOWT 6 � ' NOTES:_.___ t'�ti -^ U0_N FLANS _ 4a• 4. 1. FOR PIPE SIZE - SEE PLANS. i° y rT2. Fc = 3000 PSI IN 28 DAYS �. YTANQAP.7 48" MANNCLa RIS--,-,C 3. OUTLET AT SIDE WALL OF INLET. SEE n DOW�YSPOUT PLANS FOR c4 _7777s.. a PIPE ORIENTATION,BOLLARD Q 4" L -' - - C) N._7S. • -\RAM-NE?c J01N1' 14 FIELD INLET MATERIAL OR Z -• (��� • EQUAL-ALT, OftUT C4 U-1 • 0.10"TO 24" TYP N.T.S. Z , f ' MAX. L' n • . •• • • - r' .• 6"MIN, (, COMPACTED GRAV. - _ 3/4" D COMPACTION •a a •�' • o•\ NOTES. I 1'011REO CONCRETE SASE - 3 SACK MIX, 2500 P.5.1. AT 2S pAYg• z` 2- fORf1 GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. D13 STANDARD MANHOLE C4 CN r� 0 In ""4, Au *o• s RrQIM:, n�[srNa.M!*�7s*Rt *E P*C.VpUtn(cr A)AND QAC IRDt 'X M Llti) WIS Wf3tE 3r.tc Ip ,� t'C MS rl No•IWY4M:C E'r,VN n4 ,� hM(1i!IIR'l[11 PL1111,C�K�N(s y C SHEET r -....) I-, V+(^- 4 cy) 4 North Dakota Strael,12710 SIT 94-hir29 OF 4°14 J08 NO. N + -- -- 294149 AS FILED FOR ITEWORK PERMIT 7/28/94 If this nulice appears clearer Than the t 1 document, the document is of marginal qual;ly,CD { I��1.'.T ,. .r i.�..,: -; ��I'i��•�•:.. _ j��,�+��. i�1�1�1`��I��. 1'I.l��!'I�I���� �lt�.��'I'�.1�t, ;.! � 1� _:� .}'��� It �� ►lff,i ttr�i��lr tll�ll�rt m Inr �rrtlNr;i unpin 1i1 1 it.thli . 3 x -.,u4-