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HomeMy WebLinkAboutPlan, Final APPLICANT 11/15/2012r ,... 4 ' �. � � , i � } flrgg 4" A.C. PAVING PROVIDE I t12' DEEP LANDSCAPE PEI#,. , EXISTING CURB 4" THICK P.C. CONTROL JOINT 24" AND GUTTER 0 CONCRETE AT 6'-0" MAX. LANDSCAPE DRAWINGS „ {� SIDEWALK WITH CONSTRUCT JOINT WITMN 6" X. 6" EXTRUDED "� t 8 — j �, �- � , �. -T, _,� Y I BROOM FINISH 16 HOURS OF POUR CONCRETE CURSING _ tt FOR NOTES a,nch f ' SECTION OVER R 3/4 TVP. 1 1 11fOT SHOWN - Q . \ ... AC PAVEMENT SEE I c _ ENGINEERING, a \ AC PAVEMENT io " 8.25 C3 Si�tct I4?7 PER PLAN civil transportation s n - . r\ ......... a: } tructurat g otechnicat > a e e f_ _ ' ,, ,,\,:� , �./.\•� ���f!L\.:._�}I \;\ �\ , � _ �,. _ ca . : ; :.� � � . S U R V .EYING. \ /\ 310 5th Street 8 3/4k-(0) CRUSHED ROCK, r COMPACTED AT 95X r \f 6 3/4 -!0) CRUSHED ROCK, �� , Springfield, OR 97477 RELATIVE COMPACTION \\ \ \ �� COMPACTED AT 95X �.\\ \, \/ \; \ \ \ \ / / p: 541.746.0637 MODIFIED PROCTORti0 RELATIVE COMPACTION �/! f/�\fid\f, \i /�/\/ /\\ \ UNDISTURBED f: 541.746.0389 MODIFIED PROCTOR \ \ \\� \j,\\ \ /� �r,� ;/\/ / NATIVE SOIL COMPACTED SUBGRADE\ \ \\ \ // f/ / ` f www. Branch Engineering. com AT 95X RELATIVE COMPACTION CRUSHED ROCK Springfield OR Salem OR COMPACTED SUBGRADE PER DETAIL MODIFIED PROCTOR: AT 95X RELATIVE COMPACTION SECTION 4-Q I EXISTING SOIL MODIFIED PROCTOR. C3 A�' PAVING SECTION � SIDEWALK DETAIL 3 5 ��RED PRoFFs� scA , e3 TOP SET CURB DETAIL CONCRETE CURB &GUTTER \S >l x LE NONE SC c� Lp ALE NONE C3 SCALE, C3 • ALE, NONE � : SCALE NONE #52 6 K " " CAST IRON FRAME AND RISER 0.D. FINISHED _ SEE LANDSCAPE DRAWINGS COVER - ADJUST TOP TO PLUS I/2" MIN GRADE 3 REGON z f_ k FOR PLANTING REQUIREMENTS MATCH FINISHED 2„ MIN. o ��- GRADE . �'yQ �'�UARY e zoo -------------------- I_-------------- F � ----------------__--__ --___ _______ _____ q 3/4" NOM LANE �` ` -- ------------ ---------------------____----- ✓��° TOPSOIL SHALL BE COVERED IN 2" TO-- ------------------- EXPIRES: ��-t�/���•r -� OF NON-FLDATABLE MULCH OR Y rtis DFC�tteER 3!, 2013 {� OPEN GRADED PEA GRAVEL. ,��, �� T t �4> R, ? q 11 �?.. . ; `..' 1-1/2" N -� project title: `L = PROVIDE 1/4" CLEARANCE BETWEEN CONCRETE PAD 2. 14 HOOP OVERFLOW BASIN AND RISER PIPE. MIN. 4' CENTERED IN PER PLAN COMMERCIAL GRADE CLASS 50 RIP RAP MIN. MECHANICAL PLUG CONCRETE PAD PAVING PER PLAN (WITHIN TRAFFIC COMPACTED 3/4 "-0 ``\ 1, AREAS ONLY) USE AASHro M-248, TYPE N WHERE OCCURRING CRUSHED ROCK `, s " ' l -'- ~�-: ALKYD-RESIN TYPE PAINT (OR APPROVED ALTERNATE). \ TO A MN" WET FILM TMCKNE•SS OF 15 MILS (Q4MM) 3;1 MAX SIDE 4- _7 ' TY TI Pl1i�L � T1�rTURIS' do SLOPE P.�- \ Y C� RAIST�D DIO1V0 PATTERN � \ \\ \\ \\ \\ SCALE= NONE Z / /% / /\/\/\%�/� 12" GROWING MEDIUM �','', E 4 { ` ' r '_. /\��--� /�/�/\/\/\/ / _ `r r - f'''� ,. `'i'^• t,._ r-- . �= ,..moi }-- (� Y EXISTING SOILLULULULULIA, 11 It it W SLOPE W �0 RAIN GARDEN SECTION r _� BEDDING "�' W C ) } q ;M, i, �. ,.� , t � �-Kr � , �; �- "� `"' rte, � r �'w �,-` ,�, •(SEE TYPICAL ....) C3 SCALE, NONE J .... };%, : ,f � ;.: - TRENCH DETAIL) J W W U_ UNDISTURBED WITHIN OUTSIDE UNDISTURBED NOTE: SUBGRADE (j) z n PAVED AREA PAVED AREA SOIL 1- CASTING SHALL MEET HS20 LOAD REQUIREMENTS. (4 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE (4" MAX SIZE}Ce -- ------------ ----------- _� _ , J. ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE 00 CL ---------- -------------------- 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. Lim 00 V) PAVING - . '\ r STRUCTURE --) I I-- -I I f�J�\\���/ /f 7 TYPlfi �.AN�%UT revisions: I I ITI COMPACTED C3 SCALE= NONE NATIVE © w c REMOVABLE OIL BACKFILL --i FI! TRATIDN SYSTEM HEAVY DUTY COMPACTED 3/4" -0 , (I I -- I�I I— W 81CYCLE-PROOF t- SET RAA FLUSH GRATE LOCKABLE COVER CRUSHED ROCK TO FINISHED GRADE 3' MIN. J v r z BEDDING s j L 6' MIN, date: 8-24-20122 \� \ PROVIDE TRACER WIRE ��; drawn by: JAB . \� \ AS REQUIRED PER :r;/ j !\/r/ 6 i OUTLET PIPE \\i LOCAL CODE.\\r \i \,. z ry \/ r designer:. ETH 6' MIN. \ %\24" 24" ////\%`\ CONNECTOR project no; 1 2-1 68 PIPE SIZE AND TYPE— �,1 f\ff PER PLANS \�' `�\ CIVIL DETAILS UNDISTURBED `� \+ \\'i\\ ` \i • / /"r. ; f r j SUBGRADE \'\\ ;\� `�•,�\ t, ,\\r\`�,\\`,f\\\�\\\ `�:�\�`�\\' wtrEtlAstvaP f`,Q \ / ,..\ �\.��\�ii, ti " ., CLEANOUT UD NOTE � 'clBsoN STEEL" OR �nvcH AT CONTRACTOR'S OPTION. MULTIPLE UTILITIES MAY BE LOCATED IN UNDISTURBED SOIL MANUFACTURED t0 GA: ASPHALT TIPPED tt__ �,,." THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH STEEL CATCH BASIN 24"x48" COMPARTMENTS evLW�YY1 1t 5fand(-rON LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. COMPACT 314' -4 HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BACKFILL IN 8' LIFTS 3" MIMMUM COMPACTED 314'-0 72 BE 12' OR GREATER. AROEIND CATCH BASIN CRUSHED ROCK SED 1 t`� LtXi� CVt- DING *r:' sheet: s TYPICAL TRENCH .i3ETAIL 9 TWO G����`� CAMIt NNIN,C 3 C3 SCALE NONE C3 SCALES NONE P�j