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HomeMy WebLinkAboutSWP2702899.60 0 0 0 CD 0 w cn m 3 0i C M r( F__ w Z J a z 0 7-1 cz _ rn m 63 0 Cu CD co Q 0 = Q w J Y Z co ORANGE � _s .-- � /_ CONSTRUCTION lD��-` ,� �\ FENCING , ?-,� N 1,? z I `_ R cIf-o)x- �_,,I Pc"- 0 GMo N 0,4 '' V 1R 2 Lia ' ` �, . ti°' uT to /f / - ul Lll 81 J N 2-. O 83 + q t. d 83 - F" S2. 0) ul 81 7. i _)� 0 1-' Q 2 ly �- �,z ; ti. � D� I�- to ___ ..-�-- _- - - "...�..M.— (i0(D)-n — �_­e _- ­'_D­_\,,P,�,_. �_:7�p'1\�?1 , 3-V', cn o 1 CONSTRUC11ON LIMITS. ` �,` �, �,;._ CONTRACTOR TO INSTALL t \ \ vvv :,� ORANGE CONSTRUCTION FENCING. '; a i ti \ \>,\ �\� 2 v \ -.� cpo, `�. � \ `�, i , 1`r \ \ >�\ \\ . R=50 _ \ q\ \�SIP\�1l9\,F\ ,P 11 Yt 8g __" p� 85 , .. \ , \ i 20' 10' 0 20' 40' W* 4C - -- I - ``4 S, 'D ° CONSTRUCTION NOTES R=100 -' �_ , 84 1 =50 \\ -.I,__- -- _ 8s �......_ a' �� ----83 N) ____ _ ,.__ - pP��- SURVEY / 2 � MARKER '' r - 11_ \.I ,� / ``87.,,- f --- X X -- X X X __� X X x X � X X J , 2 X -- X X X '- r lbb" , ; 8 ` tom° ,> ED RS —� X Ls 6 _- _ -8m.. `r X ..�- X �_,.� �'-- �'�� � _ _ !;;� � / CONTRACTOR SHALL REPL X _� U� c. �, „CEDARS m _ _..^ . _ _. S €XISTING 4_ ABS STORM �, )C _� .j\. - _�- 1 _ CONSTRUCTION LIMITS. DRAIN WITH NEW 4" CPEP ��� , -- � _.. -�' _,�. �-- - u` CONTRACTOR TO INSTALL 78 STORE DRAIN AND 8" PVI °` `� _-� - � FILTER- FABRTG FENCING. 76 .,.SLEEVE TO ORIGINAL LINE _ w _ eRAD€. ...._ _ --- - _,_� T 1 \ �1.1 CONTRACTOR SHALL ADJUST EXISTING VALVE BOX SPRINKLER VALVE PS 83 s~'` ._-- ``_, 1613 ---, s / �-" j LIMIT OF 2001 FIELD WATER SURFACE ELEVATION - SURVEY AT EDGE OF , �°�I--,-___l VEGETATION PER 2000 AERIAL SURVEY /' _- / / / 1 / / / ,'_. ,/ I -11 `'1+80`'-. SPRINKLER HEAD TO FINISHED GRADE. SPRINKLER TEST AND LINE — __ + — , 1 S_ FLUSHING SHALL BE REQUIRED UPON COMPLETION OF CONSTRUCTION. t CONTRACTOR SHALL REMOVE AND REPLANT EXISTING TREE AT THE / 6 0 DIRECTION OF GOLF COURSE MANAGER AT ALTERNATE LOCATION ON ___ MAPLEWOOD GOLF COURSE. ALL TREES LARGER THAN 4" IN DIAMETER SHALL BE REMOVED WITH A TREE SPADE. 6 CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SEAL JOINT WITH __ _ AR4000W THEN APPLY SAND BLANKET TO THE SURFACE JOINT. — — — — 64 ____ — O4 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING PAVEMENT. O CONTRACTOR TO USE CAU11ON WHEN WORKING AROUND EXISTING TREE. ---_ '` _ - - NO FILLING OR EXCAVATION BEYOND THAT SHOWN IS ALLOWED. — F -- O CONTRACTOR TO INSTALL NEW CART PATH AS SHOWN. �,, ._.__1__l SUPPLEMENTAL NOTEa- %N� j 1. CONTRACTOR SHALL USE PVC PIPE EXTENSION TO RAISE 2001 FIELD SURVEY EXISITNG "RAINBIRD" SPRINKLER HEADS TO FINISHED GRADE. AT CONTOUR BREAK THE TOP OF ALL ADJUSTED SPRINKLER HEADS SHALL BE FLUSH WITH THE FINISHED GROUND SURFACE. 2• CONTRACTOR SHALL COORDINATE ADJUSTMENT OF SPRINKLER VALVES, HEADS, AND CONTROL BOXES WITH MAPLEWOOD GOLF COURSE. 3. CONTRACTOR SHALL SMOOTH ALL TRANSITION AREAS. SEE TYPICAL SECTION DETAIL ON SHEET 6. 4. CONTRACTOR TO LAYOUT CART PATH BASED ON A BEST FIT USING THE CURVE RADII PROVIDED ON THE DRAWING. : .... : .. ..... :. : ......... : : ......... : ......... : : : ......... : ........ : : ......... : ......... : ......... : ......... : ......... : ......... : : ......... : ......... : ......... : ......... : ......... : ......... : ......... : : ......... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ........ ......:: ........ ........ ........ ........ .::::::: ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ./ ........ ........ ........ ......... ........ ........ ........ : ......... : ......... ::::::::::: ......... : ......... : ..... ......... ........ ........ ........ ........ ........ ........ ........ ........ ......... ........ ........ ........ ........ ���� ......... ::..... ........ ......:: ........ ......... ........ .::::::: ........ ........ ......... ........ ........ ........ ......... ........ ........ ......... �. ........ ........ ........ ........ ........ 86 i ... ........ ................. ................. ................. ................. ................. ............. ... ................. :•:•:•:•:•:•:•...................:•:•:•:•:•:• .. :•:• :•:• :•:•:•:•:• .. :•:•:• :•:•: :•:•:•:•:•:•:•:•: :•:•:•:• :• :•:•:•:•... :•:•:•:� :•:•:•: ..............:.. ......:•:•:•:•:�:...................................� ....:•: :•:•:•:•:�:' :•: ......... ......... ......... ......... ......... ........ ::::::::: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ...HICH:P:0INT.-:84.0:...... ......... ......... ......... ..... ......... ......... ......... ......... ......... ......... :::...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ::... ......... ...... ......... ......... .... j ......... ......... ........ ......... ........ ......... ......... ......... ......... .... .. ......... ......... ......... ......... ......... ......... ......... :::. ......... ......... ........ DART: PAIR : PINIS-IEb: GRi4DE: ......... ......... ;/ .... ......... ....... . �...... .....:::: '::::::: :M: :....... ........ ......... ......... ..... .. ......... 6........ ......... .......0. ..0...0.. ......... ......... .. ..... ......... ......... ......... .6....... ::::....�::::::::': ::::::::: ::::::::. .... .. .: ... :: ......... ......... a4 ......... .. ... ..... ......... ......... ..0...0.. ..6...... ......... ......... ..... ......... ......... . . . . . . . . . ................. ................. ................. ................. ................. ................. ................. ................. ................. ............. ............... ................. ................. ................. ................. ...... ...... ................. ................. ................. ................. ................. ................. ............ ........... .............. ................. ........ f.... .. ...... .. .,.. ....... ....... ......... ......0 ........ ......... ....... ....... ........ ........ ... f .. . ....... ........ ........ ........ ......... ........ ........ ........ ..... .... ....... �...... ........ ........ ........ ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ......... ......... ......... ......... ......... ......... ..... ... ...... ......... ......... ......... ......... ......... ::::::::: ......... ::::::::: ::::::::: ::::::::: ......... .. .... ......... ......... .........PATH :EkI�TING: �ROtJND:. ......... ......... ......... ......... . .. ........ ......... r\ ..a :\: 1. 82 :: " ... ............. �� \ ..\ .\ .. ........ .. ............. .................................... ........................................................................................................................................................................................... ...........................:...................:...................:..................:...................:...................'..................................... ................. .............. ...... .. . . . . . . . ....... .................:..6............... ............... .. . ..... ......... ......... ......... ......... ......... ......... ......... ......... ;�a ......... ......... ......... ......... ......... ... .....6... ......... .. .�/\......... ......... ......... ......... ......... ......... ......... ..... ......... ......... ......... ......... ..... .. .. . ,\ ,� . " ..... ....6.... i,iy- ... - ABS ST.ORM PIPE.' :EXISTING: 4. S P :::......... ...... ,�.....* **: * :.: ..:...... :::::: ......... ......... ......... ......... ........: ......... ..... DEPTH -AND -LOCATION ° ARE 'APPROXIMATE : ......... ... ,,, /, ........ .�/.�/.�,<t .�•% i /�.�. /�•% �� �� /.� .� +. ....... ........ ........ ........ ........ ........ ........ ........ ......... ........ ....... ...". .. ..... ........ ........ ......... . . . . . . . . . . . . . . . . �:� . �.�\..� �� �\ :�. . . . . . . . . . . . CONTRACTOR TOEfli ACE° EXISTING 4 ABS PIPE:.... . ........ ......... ......... ..... .. ,�, c 80 :.... .. ........... ................. ............. ............................................................................................................................................................................................................................................................................................................................................................................................. . .. .... .. ' -P� E :.a' p:-g.-:OVO...............:...................i.................. .... . WITH 4 CPEP STORM DI. II PE N .. .............. :':':'.'..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... :::::::: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... �L•EEV 10 ORIGINAL LINE AND GRADE. 8 :VC...... ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... T P R.:...: ...:::... .......:: ......... ::::::::: ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::*SL'EEVE' O BE ROVIDED BY OWNS 1. 10 78 :::...... ......... ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ......... ......0..-0....... ::: ::::::::: ::::::::: III1611** 16*I..... ::::::::: ......::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ....6.... ::::::::: ::::::::: ::::::::: ::::::::: .....:...................:...................:...................:......................................:...................:......................................:.............................................................................................................................. 6........................... 7 ......... ......... ......... ......... ..... ......... ......... ......... ......... ......... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... a ...................................................... ...................................:...................:.........................................................:...................:...................:...................:...................:.................... ................ ... ... ... 74 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: : : : : : : : : : ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: .... ......... ::::::::: ::::::::: ::::::::: ::::::::: ..6.66... ::::::::: ::::::::: : ::::::::: IIII*I::: ::::::::: ::::::::: ::::::::: ::::::::: :: ::::::::: ::::::::: ::: :: ::::::::: ::::::::�r, ::::::: ::::::: ::::::::: ::::::::c�,::::::::: ::::::::: ::::::::: ::::::::: ::::::::: : : : : : : : : : ::::::::: . . . . . . . . . . . . 00 co . . . . . . tC : . . . oo co : m d a0 : aD ....... ...... 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N h~ (yl v = ..,. 0 .a . w h F� Z 0o N a o ¢� uj j)v 0 w 4 N y AI. L N,-, ON �� Mo 11 �� P 4~ ". �� oN M C a W } ��,73 o o � . v r � 4w uj �� X ��"zs 19, W W z o O0 co)z m Z I — = :)` r O C� 0 co (� Z< VW W + ter. Lu 3 w '03 U. O J - LL. O O H Ix Oa cc ao O o c+ LL O w a 04 z< z � z O pC z O <� C W J d H 40 H c< EMEN V SHEET: 4 OF: 7 JOB NO.: 01657 DWG: PLAN2 SCANNED SEP 13 2002 U G '! I