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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/25/2019z c 0 0 0 .Q v 0 la - 0 0 cot 0 N O Ofm a f rn 3 a E m m 00 i U) w w (n i z W W z z i 0 a i 0 E 0 E U) c 0 a c CL E a i CA 0 0 m m cn co 00 00 i 00 i VICINITY MAP Know whars below. Call before you dig. NOT TO SCALE a co : cA m rn to Ln C> 1t1 cts 0 :a. NDN SPRINGF1 LD UTILITY OARD (D g OtR' CED OO y Lo m SOUTH HILLS PUMP STATION W C E v co m LOCATED IN m m m SPRINGFIELD, OREGON '3 a SUB PROJECT NO. o0 =z 0* z< Z W - w n JANUARY 201 3 Nz00 WATER DIVISION 202 S. 18TH STREET SPRINGFIELD, OREGON 97477 PH: (541) 744-3728 CONTACT: STEVEN WAGES, PE Sheet List Table SHEET NUMBER SHEET TITLE G1 TITLE SHEET & VICINITY MAP C 1 EXISTING CONDITIONS C2 SITE & GRADING PLAN C3 TREE REMOVAL PLAN C4 EROSION CONTROL PLAN C5 WATER PLAN C6 ROAD DETAILS C7 STORM DETAILS C8 WATER DETAILS C9 TESC DETAILS & NOTES C10 SITE DETAILS Al FLOOR PLAN A2 BUILDING ELEVATIONS A3 ARCHITECTURAL DETAILS A4 ARCHITECTURAL DETAILS A5 ARCHITECTURAL DETAILS S1 STRUCTURAL NOTES S2 SPECIAL INSPECTION PROGRAM S3 FOUNDATION PLAN S4 ROOF FRAMING PLAN S5 BUILDING SECTIONS S6 FOUNDATION & CMU WALL DETAILS S7 FOUNDATION & CMU WALL DETAILS S8 ROOF FRAMING DETAILS S9 ROOF FRAMING DETAILS M1 PUMPS M2 PIPING E1 ELECTRICAL PLAN L1 LANDSCAPE PLAN PROJECT ENGINEER: PACE ENGINEERS, INC 5000 MEADOWS RD, SUITE 345 LAKE OSWEGO, OR 97035Uj PH: (503) 597-3222 CONTACT: TOM FERRELL, PE PATRICK MURPHY, SE, PE PROCESS ENGINEER: SPRINGFIELD UTILITY BORAD N o 202 S. 18TH STREET SPRINGFIELD, OREGON 97477 � d, x co 00 PH: (541) 744-3728 o CONTACT: STEVEN WAGES, PE ELECTRICAL ENGINEER: OS ENGINEERING Q W QO z r - 1919 LAURA STREET cvi� a o w o a SPRINGFIELD, OR 97477 PH: (541) 393-3345 CONTACT: JEFF TEEL, PE LANDSCAPE ARCHITECT: SCHIRMER SATRE GROUP a 375 W. 4TH SUITE 201 z O EUGENE, OR 97401 PH: (541) 686-4540 Q CONTACT: RICHARD SATRE, LA Z z G D 06 (AN W � vvtfo prr can le'SU6 5flmibfjt MMI W-' = to P� OF o MAR 2 5 2019 H original Submittal SEAL: SURVEY PROVIDED BY OTHERS: THE BOUNDARY, TOPOGRAPHIC INFORMATION AND MAP FEATURES SHOWN HEREON WERE PROVIDED BY THE CLIENT. PACE CLAIMS NO RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS NOR ASSUMES ANY LIABILITY FOR ITS USE. BID SET THESE DOCUMENTS HAVE BEEN REVIEWED BY: NAME: DATE: C�3il SHEET: 1 OF 25 SITE SOIL CLASSIFICATION: SOIL TYPE SILTY CLAY & SILTY CLAY WITH SILTSTONE W" hi 41 � r1l 00 00 00 IN W41 11.0.2 oV aj �XjrA ism , I —,., l = A' D Go 00 00 00 hie Dpj Qlq-D30014-90e pw(opww-f-I 6sue-sm Spv in 5�i,tt d to 1(1-y & ard �61 MAR 2 5 2019 Original Submittal M _ I SEAL DRAWING NUMBER cl SHEET- 30F25 Z Z 00 z 3r. 0 Ldz < CF) V- < < w x z X 0- < < 00 CO00 o Z U: CL C-) * a w a z -C w win F- Z -j D CO) 0 (nz (f) w 2 mm < 0 MAR 2 5 2019 Original Submittal M _ I SEAL DRAWING NUMBER cl SHEET- 30F25 CO) Z I,- z 3r. 0 Ldz < CF) V- < < w LL- w W Z 06) z X 0- < < 00 CO00 o Z U: CL a a w a 0 - MAR 2 5 2019 Original Submittal M _ I SEAL DRAWING NUMBER cl SHEET- 30F25 CO) Z 0 CL 15 Z) a CL z 0 0 F- D CO) 0 x (f) w MAR 2 5 2019 Original Submittal M _ I SEAL DRAWING NUMBER cl SHEET- 30F25 I PROJECT SITE AREA 21,229 SQUARE FEET (0.49 ACRES) DISTURBED AREA 15,297 SQUARE FEET 35 ACRE t 5,2 QU (0. S) i ESTIMATED CUT VOLUME 813 CUBIC YARDS ESTIMATED FILL VOLUME 631 CUBIC YARDS e� 15 NET 182 CUBIC YARDS PROPOSED PUMP STATION 801 SQUARE FEET •�•�•' - PROPOSED GENERATOR PAD 348 SQUARE FEET ��� ', `...• = PROPOSED APRON 329 SQUARE FEET 1 7 .+. ; ' PRO U POSED BLDG OVERHANGS 192 SQUARE FEET AREA `l NEW IMPERVIOUS AR 6,278 SQUARE FEET \~ NEW GRAVEL AREA 2,910 SQUARE FEET • • y NEW ASPHALT AREA 3,680 SQUARE FEET z �� � NEW SW%DRNEWAY AREA 928 SQUARE FEET y w -:zz--w -: ��O CONSTRUCTION NOTES. - 1. INSTALL 3" MIN. OF 3/4" CRUSHED GRAVEL OVER 9" OF 1-1/4" CRUSHED GRAVEL COMPACTED TO A 95% MODIFIED PROCTOR OVER GEOTEXTILE FABRIC. 2. INSTALL NEW AREA DRAIN PER DETAIL 4-12/C7. 3. INSTALL NEW CATCH BASIN PER DETAIL 4-11/C7. 4. INSTALL NEW 12" PVC STORM PIPE. CONNECT TO STUB AT BACK OF CATCH BASIN. 5. PROTECT UTILITIES IN PLACE. 6. BOLLARDS. 7. INSTALL ±165' SIDEWALK PER DETAIL 3-12/C6. 8. INSTALL 28' WIDE COMMERCIAL DRIVEWAY APRON PER DETAIL 3-22/C6 AND APPROACH PER DETAIL 3-10/C6. 9. REMOVE EXISTING CURB & INSTALL NEW PER DETAIL 3-7/C6. 10. CONSTRUCT ± 195' ULTRA -BLOCK RETAINING WALL PER 3/C10. 11. INSTALL ±516' OF NEW BLACK POWDER COATED CHAIN-LINK FENCE WITH 3 STRANDS OF BARBED WIRE ON TOP OF FENCE. SEE SPECIFICATIONS AND DETAIL 1/C10. 12. INSTALL ASPHALT PARKING LOT AND ENTRY PER DETAIL 4/C10. 13. INSTALL NEW 4' WIDE SINGLE GATE PER DETAIL 2/C10. 14. INSTALL NEW 16' WIDE METAL GATE PER DETAIL 5/C10. 15. INSTALL NEW PLANTER STRIP PER DETAIL 3-12/C6. 16. INSTALL NEW 16' WIDE DOUBLE SWING GATE PER DETAIL 1/C10. N 0 5 10 20 HORIZ. Monq Scale in Feet Know what's below. 0111 before you dig. V) z O W CC o0 � O Ld v W Q z =z X x Q QLjj F - 00 00 00 z i— W to oQ o w o Z� WQ oQ 0 m Qo V) z O W CC Date Received MAR 2 5 20113 Original Submittal SEAL DRAWING NUMBER C 2 SHEET: !3 of 25 fl - � O Ld v W Q z Z z X x Q QLjj F - 00 00 00 z i— W to a o w o Q Date Received MAR 2 5 20113 Original Submittal SEAL DRAWING NUMBER C 2 SHEET: !3 of 25 I . 4! 411 -0 0 17K E O ............................... 0 0' E 0 0 0' 0 0 CL 0 E 0 :5 0 0 -: �77 0 0 O 70 CL 00 TREE REMOVAL SCHEDULE 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 Ul> Ln "CT Cf> to _2 I -- ca is E 0 m (D M 0 mou� I=- (D 2 C> = (D - UD :-5: 0 C> M ca u> _j W W CL 2: L W Z 00 z 0� z< � wo Z_j (n m0 (n GENERAL NOTES. 1 THIS PLAN SHOWS ALL SURVEYED TREES. 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 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 Elam" O PROPOSED GRAVEL TO REMOVING TREES. rnX V_ EDGE OF EXISTING GRAVEL 6. EXISTING TREES TO BE RETAINED SHALL BE CLEARLY FLAGGED, IDENTIFIED AND X 0000 00 PROTECTED. ---- -- EXISTING INTERMEDIATE CONTOUR 7. PRIOR TO ANY CLEARING, DEMOLITION, EXCAVATING, GRADING, TREE REMOVAL O < OR OTHER INVASIVE SITE CONSTRUCTION ACTIVITY, PROTECTIVE FENCING MUST 0 PROPOSED INTERMEDIATE CONTOUR BE INSTALLED. EXISTING CHAIN LINK FENCE 8. ALL FELLING AND BUCKING SHALL OCCUR BETWEEN THE HOURS OF 8AM AND > W PROPOSED SIDEWALK 5PM MONDAY THROUGH FRIDAY TO LIMIT NOISE IMPACTS ON NEIGHBORS. z PROPOSED WATER VALVE 9. TREES AND SLASH SHALL BE REMOVED WITHIN 72 HOURS OF FELLING. Z 10. HAULING ROUTE FOR TREES AND SLASH WILL BE DETERMINED BY CONTRACTOR. D. 0 z PROPOSED STORM MANHOLE LEGEND LIMITS OF CONSTRUCTION - --------- EXISTING TREE (FIR/EVERGREEN) PROPOSED ASPHALT < 0 < O PROPOSED WATER LINE RETAINING WALL Elam" O PROPOSED GRAVEL 0 rnX V_ EDGE OF EXISTING GRAVEL X 0000 00 ---- -- EXISTING INTERMEDIATE CONTOUR < z 0 PROPOSED INTERMEDIATE CONTOUR EXISTING CHAIN LINK FENCE 0 PROPOSED SIDEWALK Q z PROPOSED WATER VALVE Z CL D. 0 z PROPOSED STORM MANHOLE D LIMITS OF CONSTRUCTION - --------- EXISTING TREE (FIR/EVERGREEN) PROPOSED STORM LINE < 0 < 0 z U) 0 or_ EXISTING TREE (DECIDUOUS) TO REMOVE D LIJ W 0 O PROPOSED WATER LINE RETAINING WALL Elam" PROPERTY LINE P EDGE OF EXISTING GRAVEL 7 960 EXISTING INDEX CONTOUR ---- -- EXISTING INTERMEDIATE CONTOUR PROPOSED INDEX CONTOUR z 0 PROPOSED INTERMEDIATE CONTOUR EXISTING CHAIN LINK FENCE 0 O PROPOSED CHAIN LINK FENCING z PROPOSED WATER VALVE EXISTING WATER METER CL D. EXISTING WATER VALVE PROPOSED STORM MANHOLE D LIMITS OF CONSTRUCTION - --------- EXISTING TREE (FIR/EVERGREEN) EXISTING TREE (DECIDUOUS) W EXISTING TREE (FIR/EVERGREEN) TO REMOVE EXISTING TREE (DECIDUOUS) TO REMOVE D LIJ W 0 Date Received SEAL 0 5 10 20 HORIZ. r �t Scale In Feet MAR 2 5 21U i nal SubmiUal ---------- *Oft LA O� b DRAWING NUMBER Know what's below. Call before you dig. C3 SHEET: 30F25 z C 0 ii a C - 0 .) 5.. �113 V IV .1 ... 0 0- E 0 r- 1� - I 0) 0 C14 �z a -0 0 1 IA. I 0 .41 V) C .2 41 2 to CL E :3 0- = T (A I _0 E. 0 0 m >1 -W = .61 ::� :2 .T 4 - CP .s ,_ 0. En I r- 00 00 co .7- 1 �O 5- 11-1 I � � I I 1, I 11 I I - I I ',I,"", 11, ''',111 �1� "I �, I ,�, ""'. _<"� , 1, / , , � I , I � / I I I , / I 11 DEVELOPER PRWECT LOCATION: , 1,,,��"_ I �, "�,,;�, , , � I ,I " I � "? \, .", " ,� . I SPRINGFIELD UTILITY BOARD SPRINGFIELD, OR \ "I �, ,,,, 1� � " � , . , � 11 . �; , -� " \ I ,­,,� STORM INLET ''o, ,� -, ,� 1111� ", 11 , i 11 ,� I 1 \ , ., I , Z /, I 1.,,� , "'�� / I , / ,\,�� I , , " � � I I ( , , I I , � , / - I ',11>1 ,� / " , 1�� - " I � 11 1� , , � PROTECTION PER , , , , ". 'D I � I , " � . ,�, � , I I I / �', I x" / 11 , ��s I �, 1��' 1�11, \ I 1� � \ I I I , � I I I I , , " I � I � � I 1\ SPRINGFIELD, OR., 97477 ,_ , \ � , , � 11-1 I ", �, , � / , \ I "I' , DETAIL 1 /C9 "/ , "< " " " , I , � I I I �', , "I ,,, , � " , � i I I , � \1 I I � 1��,, I __111 11 \, � �', ', I , � I I , / , " PHONE: 541-744-3728 LATITUDE = 44* 02' 7.14" N, 1-1 ��, I � ,_ 11 , " 11, 0", $___�_ - I � � � I I I I ,� I I � I , "� , I �1�1�' , , / " '' 11 � \ � I I / - � I __ 11, V I " , I LONGITUDE = 122* 5,V 37.56" W , -, ­ 11 11 , \ , �, , , 1, 1 3 1 1- : __� 11 I 11 � , ___', 1'� �,, �� I 11 I I'll I I I I , 11 , � � 11, I _,�,_____ , , ", I � : I 1, \ 11 \ 1� I 1� I i I \ ______­­­__7­� 1 1 1�pz I 1, , I �,��,�, �, I I / , I ENCINEERNIG FIRM "I-,,- ,� 1-7 1, ,� I", , ,- I I I I � I � I" '' ,z I I "I "I I 11 1, �1� I I 11 �� " - , 1, \ � "� I 11 I \ I ;� I I',, PACE ENGINEERS, INC. PROPERTY DESCWTION , - I , I I I I I I - 11 �, I "I -1 I 1 , \ I I � I I � I : I 1, I I �,,� 11 "I I 11 \ .-,",_____� � " I " 1, "I , * I , I I I 11 I, - TOM FERRELL, P.E. 1, , �, 1, , k � CONTACT. , I k�_ ", "�,, I I'll BIOBAG/FIBER ROLL 111�', I'll, , \ -11,11, ��.%� * � - � � \ I 1� , � I 1__ -1 1�, 1, TAX LOTS 18-02-03-100 LOTS 6000, 6100 :,_',:�' , " , , , �, 1'� I 1\� I \ \ ., ...%�l I � � � � ____ �, 5000 MEADOWS ROAD, SUITE 345 , " , � �, 1� I ,� 11 I I - I `- ", , �,_, PER DETAIL 4/C9 I 11 \ . . 7. . .'', , . , -"-,, � '� I --- - - , OF SPRINGFIELD, LANE C �" , � I � ,, � � cl� � �, �, - I � �. ., . , "' _­ I I - LAKE OSWEGO, OR 97035 1 � " , , , , ­,� ,\":,�,� , , " ,,, I - \ ", � � - I "I �, \ 1, - � �', . 11" : A - , , ------ -, I I I � � 1� , 11 // '�'­ 11, 1� I \ '� ,� . , � - * * I I I 1, PHONE: 503-597-3222 <,ON , I I '� I", .. I ... 11 , I I I � I 11, 1, � I I I �, ., \,," I I ,� \ I . . \� . _\ "' I \ I 1, . ''I', � "I 11, \ . . � ".. ­ ­ . . �, I 1, I �, 1, 11 . . . - , , . , * , 1, 11 % � 1_�� I I FAX: 503-597-7655 V � 'I'll , %, , 11 , * * " , . . � �, .. . " , I � , __ I ,� / , -11 - ;, � 11 11 .. . . . . .. . I � I - - "'� I , � . . . ,. � - I ____ � " "I �', , I I I . ,\. �. � I � � '�,'­ "' ­��%',­ - ___ �- � � , I �11 \ 1, I "'\, I �, �'­ �'> I '1� 11 . . . . - -,. , " . 11 ,,/,, �,� I I I 1, 111- � 1, "I I , I �11 I \\ , * . � L* ., - ,,, , I I , I �1, \ -1, I I 11 11.1 � 11 I .11, I -, �, I 1111-11 I I \ \ "'I .... 11 � ­.. I �, � I NARRATIVE DESCHFnONS , ,� " ­ , I I I , I " � I �, / 11, , ­­ ,� I '', I 1� I � I , I STORM INLET I �, 11 I - I "I /I � I � I I %� " , I " , " . � � �, � � � , " � , ',1 ",/ � 1, "7. - , � , - � ,�� I - , // , �' � ,./ I I I - PROTECTION PER / � , I I I \ 1, " - � ". . ,.�, . � I ;, I � 11 - % �1'1 � I , I �, I - , , /' �� \ , - � I , \ / - �"_ I I / ,�', ,/ '1/ , ,�' , " 11 " "I /,� � .,. . . -t - I I - - I I 11 I ,1 , EXISTING SITE CONDITIONS " , 4 � , . 7 � '­ - � I , � ��,,,` I � I ' � 11 � DErAJL 1 /C9 < 1�' 7 ,1 I . \11 � I " 11 / � ,":,,77, ,,---,, 1� " I I � I � "I " "I \­ 11. � . ", I : � � I �, I " I 'L I I I �, " I . , � I � I � I I ''I 1. . . � " - , I � 11 I I � /I 1� I � I " 1, � � I � � � , I � I I I I .� 1 . . - ­ .// \ I � I I I �, 1, I 11� . . - � 11.1 � �, I I ,; "I � � I CONSISTS OF UNDEVELOPED NATURAL HILLSIDE & SMALL ABANDONED ACCESS ROAD I � . I I I . I ,- . , . , � I I , I � . � � � , � \ �,-�, , 1� ,'I 11 , � \ : , - , � , ., I I . I I ,�', \ I � . .*. __ ­...­­� 1, I 'i ,� � \ �, I , � I I I ,� 1� � , . I INSTALL SILT I 1, I �� I I I � , - , I � , \,�o , 1, , � �. �Z/ 1\� I 1'\11 11 �,,� I I - I" , I 1� . . . - I .. 1� " WHEEL WASH FENCING PER � I � . �� I" I - .- -, 11- TIONS I ,, 1, . . % I �/ , � I I "I 11 ; --- 11 - DEVELOPED CONDI , � . I., \ ,� � I", _11- I � I - . / I I � , ", 1- I \ . � - - I 1� 1, \ .11, . . I . -1 PER DETAIL \ DEI`A1L 3/C9 , I ��", I � I _-, - 11 I ­ " , I , - 1, , " �� � . �­ I , 11 , � I � �� 1�� � � __, -1- I � � , * I , � I I I, * . . I I I � ,� I", �,,� 1�, - _1 I I � 11, "I , , � - 11 I , , � - \ I ; � " � ,� I I - REGRADED SITE AND NEW PUMP STATION. , �� , 71 � " I , , , 11, � , � � : / I \ I � I 1. � " �', " , 5/C9 � 11 I I " "', -1 ­­­ � I I I I 11 , I-, , _. -, �, � I - \ I / 1, _--___1_--1 '. �, `�� ��, �", , I " I" "I , , , , I I I � I -_ 1, I � ,� . I -1_1 , , 1� �, �, ­­ I � ­,,�, 1�1�, I'll, I %i �, IL �, :1, I _­ 11 ��, ��_, �, � ­­,_,� '111-1-11- -_1 ­ I ___1 " --- - I / �, - I . I � I 1� 1, ­'­ _­­ ___1 ", __,� PHASE III NATURE OF CONSTRUCTION AC11VITY � - - - - I I 1,1� �, I I � . �", __11 I-, '_,, - ­_ ,I !�,� � /I., DETAIL 2/C9 I . '� , I , *144 , i I , ,__� � -11, _ CONSTRUCTION / I ­�* \ I I \ - � 1 - / " ENTRANCE PER I 4�D � / " \ , 11 `_ -_ - "" \ ­_ �', -nMATED TIME TABLE 11 - , I - 1, � � 111. .-, & ES I � �1, � I - I-, I , - I � \ � ­­_ __ ,�, I ) � , _1� , -, / / _­_". I ��', ,\ � � I , I I - 11 / 11 , ,�, I .1. I ) 1'� I : "-,- " - \11 1-11 , "\, I',, 11 -) �, ­--.-.-.; -'.'. ­ �1, I I I 1-1 - "� 1\ I , .� 11 k , - / / , , ',�D I I . , .1 ­­ 1, - 1� I - , - ,_� "I * EROSION CONTROL AND CLEARING (SEPTEMBER - OCTOBER 2019) ; 1, : �­-,r:!�-. ---.,:-- 1, 1, � " - - 'I', "", 11 I �, , - -:' .,;..,-. .--.--' x � � N �, 1� , -- - ", - , / I -­ - , '* -, - .-, . , I � , 1- I .... .. 11 ­_ 1, ­_,_ I I I - .1 - * " __�, __ � I * G I I 1, 1'�, ,�, I " ,_ ': ---�.-.�-�­ ,.:" � , ,­ __­ 1�1, 1� I * U11UTY INSTALLATION (OCTOBER 2019 - APRIL 2020) .�r .. . . -_ �,;!. 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I � � -1 , -_ - , " -1 - , � I - - I , ,, -_ I" I I __ - _ , -1 � ----_ 1, I �\ __�_,_ -1 11 Date Received I I "I, , -,-- __ -, � 11 I "llill - � �� ____ _____ _ I � I � � \ �,_ - 1- -1, - - ", __ __ I ­- 11-- ... � ____L_ \1 \�, � ----__ '\1 , 1, "I --------- - \'11_1 - , 1- I -I -, - _ - '-, ... ----, : 11 \ � "%* "I � "I', \1�1 I I—, I-- � " " I 1� _____ - 11", __ __ __ � - __ 11-, I I ---__ , \\, _� --- I 1, - - Allill I MAR 2 5 2019 , � 1, . I , __ � \\ �\ , 1, ; ,� � I Know whafs below. /01P \ ('� \ \ \ \, I \< �,�� / / \\\_� � __� "' - - / , � , � I � I I I ­ _­­ -1 ___ , __ I ,,,, ____ ­_ _', ­-, . __ , ­______ , ---__ 4**� � _____ " I , ­ .1-1 I ,-- -1 ­ __ I 1- __ __ - . , 7 I , I I -1 _­ "", - - - __ - 1_ - - � , � � 0%* � , "I I - I �L I , ''I,-, 11 - -, ,-,-,-, "', ­_ , - , 11-11" __1 -1 1, 7____ 1 � ____7v'� I ­_____� - " 1, __ , I __ _'11__ 11 11 - � - I I , 0-4 -, -, � I I I Call before you dig. C. 1 '�__f I ­_ -1, - ­_ ­', " . . , ----_ 1 I � I . \ , I �­` __ - ­ -, ­_ ________, - ___ ___, -.- ­_ ____ - �_, � 11,� , 1'� ____/ "", I , ,_�� I I - _ I - _­ I - -, - - -, - - - 11 "I-------- , - I'-- � � __--i " oftft *44. , I q! 1bm1Ua1__UV�_/ , I I I -, , � I" I ''I I'll, ­ I _ ---- - - 11-- - -1", ­_ 1'�, - ,�,� , ____�___ \ I I I I - I -, '' _111_ _ "' I __ I_- ,_­ - , ­ 1, ",�, ��,,�_ - ------- - --L- - -, __ 11 1, "I ***� *l I ----_ ____ � - - I ­� ... . ­ _-1-1-- -_ 1- � -_ _ ___ - �_, , �, _,_,� -1, I , 1, ,_"�', � - � I— -----, `--, ---- ol I � I __ , __ _­ __ _ , _ 11 I --- _­� -,. _ 1- __­_ I-, � I-- 1_1_ _­ �1�1", ........... 111_____�� - ­ ,� I- , , , / I _` __ - � (A z 0 (A 5; Uj W to - >1 - z to U., ,,-�D: r- z 3:: 0 2: !2 L;j 2 'Im- - -�,- . 5 -. Z ;;: z: tg "i .0 "i Cg - -, X X 0- < ti: :2 (f) '2 r-* co Ln m . 0 W I- - CL .j �; 0 C-4 ; -Z5 , E cli, 5 9 9 .15 8 -0 W (D r.z : C> m Z3: m : 2 . D Ce to : CD CL - 65 = � 0 1i : z - (D CDP 4) C> : CD = C:) - III'> : > 0 i 53 30 6. :: 5 cmu 0 W CID Cx I X: a 0 z " 8 i� _r m co 0, .s zis W C D . m S W 0 = < m (A z 00 mz 0§ �< Ix ii: 1 wo 6 Z -A 0< . 3: U)Z 0 m W R D < 0 - - (n m (A z 0 (A 5; Uj W �� 0 z i= r- z 3:: 0 2: !2 L;j 0) � '-�, 0 V �. 0 Z ;;: z: I-- .. Ld Ld X X 0- < ti: :2 (f) 00 00 OC) - .. . 0 Z 0 W 0 Ln .j CL 0 �� 0 z i= < < .j F_ a. Ln .j CL 0 5 W =:) �_ CL z V) 0 i 0 __j X: z 0 _r F- CO) D 0 0 m (A W L;j _j �_ IP SEAL DRAWING NUMBER C 4 SHEET- 3OF25 a 0 N 0 .a IV # 3 Q co co i Cn W r i c� z w w W z 0 z w i M m E 0 0. E C 0 a E 3 CL Z (A # a `o 0 m Q # 00 OD 00 I -- !02 i o. Know whafs below. Call before you dig. HORIZ. Scale In Feet mm 3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE FACILITIES CROSS. CONTRACTOR \ 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 WE t LOCATIONS TO VERIFY THE DEPTH AND LOCATION OF EXISTING WATERLINE PIPING. m 4. CONTRACTOR SHALL INFORM OWNER AND ENGINEER 48 HOURS IN ADVANCE OF CONSTRUCTION AND/OR PLANNED DISRUPTION OF WATER SERVICE. 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 10 OF THE ABOVE REFERENCED CHAPTER. a 6. EXISTING 16" WATERLINE THAT SUPPLIES BOTH RESERVOIRS TO REMAIN. EXISTING WATER MAINS AND SERVICES `/ 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 mz CHLORINATION. TESTING AND DISINFECTION WILL BE COMPLETED IN ACCORDANCE WITH AWWA C-600 FOR PRESSURE z ix TESTING AND AWWA C-651 FOR DISINFECTION. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED ANDW o DISINFECTED BEFORE CONNECTION TO THE EXISITNG SYSTEM AND BEFORE ANY SERVICE CONNECTIONS ARE MADE. o oQ BLOW OFF PRESSURE AND DECHLORINATE AT END OF TEST. PROVIDE 1" TEMPORARY TAPS FOR CHLORINE INJECTION to2 3:E AS REQUIRED. PLUG TEMPORARY TAPS WITH BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE. D m0 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. 11. ALL EXISTING UTILITIES DISTURBED BY CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AND THE RESPECTIVE UTILITY COMPANY NOTIFIED OF THE DISTURBANCE WITHOUT DELAY. 12. ALL VALVES SHALL INCLUDE VALVE BOXES AND LIDS AS OUTLINED IN THE COUNTY FACILITIES PERMIT AND CITY ENCROACHMENT PERMIT AND LANE COUNTY 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 COUNTY. CONTRACTOR SHALL SUPPLY SIGNING AND BARRICADES AS REQUIRED TO ASSURE AUTOMOTIVE AND PEDESTRIAN SAFETY. 15. CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT INFORMATION AS CONSTRUCTION PROGRESSES. THIS INFORMATION SHALL BE AVAILABLE FOR REVIEW DURING ALL CONSTRUCTION ACTIVITIES. ALL AS -BUILT INFORMATION SHALL BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. 16. CROSSING SANITARY SEWER LINES SHALL BE DONE PER OAR 333-061-0050(9). 17. CONTRACTOR SHALL OBTAIN A LANE REGIONAL AIR PROTECTION AGENCY PERMIT AS REQUIRED. 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. 21. CONTRACTOR SHALL VERIFY MANUFACTURER'S RECOMMENDED MAX ALLOWED DEFLECTION ANGLE AND MINIMUM 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. 23. COMPACTION TESTS SHALL BE PERFORMED PER SPEC BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. 24. MAINTAIN 3' MINIMUM DEPTH OF COVER OVER PROPOSED 12" WATERLINE AT ALL TIMES, UNLESS NOTED OTHERWISE. WATERLINES WITHOUT CONDUIT SHALL BE INSTALLED PER DETAIL W1.17 ON SHEET C15. 25. FOR ELECTRICAL AND FIBER CONDUIT AND VAULT INSTALLATION, REFER TO COMPLETE SUB ELECTRICAL CONDUIT INSTALLATION REQUIREMENTS LOCATED IN APPENDIX C AND DETAIL 3 ON SHEET C15. 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 DETERMINE LENGTH BETWEEN BENDS. 27. CLSM BACKFILL REQUIRED FOR ALL ROAD CROSSINGS, PER DETAIL W1.17 ON SHEET C15. 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. Rp, (A� 6t1�1 _MM_ Pte. CIV P1 V&POWII� 155Vflffq MAR 25 20,10 Original SubmiiL i v - V) z O w z 3rn J Q U o W #- Q Ml Un to • m Z x x Q Q U) GENERAL. WATERLINE NOTES M ~ m � = f - w 0 922 C M O to .� _ C:, 1. ALL WORK AND MATERIALS SHALL CONFORM TO THESE PLANS, THE CONTRACT DOCUMENTS, AND APPLICABLE (2,m ' a STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATIONAWWA , AND SPRINGFIELD UTILITY BOARD CONSTRUCTION ( ) STANDARDS. m M ti ® 2. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. Ori CO m CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ORS 952-001-0010 THROUGH 952-001-0090 � Y � PRIOR TO CONSTRUCTION. (ONE CALL # 1-800-332-2344 OR 811) Co ' o g 3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE FACILITIES CROSS. CONTRACTOR \ 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 WE t LOCATIONS TO VERIFY THE DEPTH AND LOCATION OF EXISTING WATERLINE PIPING. m 4. CONTRACTOR SHALL INFORM OWNER AND ENGINEER 48 HOURS IN ADVANCE OF CONSTRUCTION AND/OR PLANNED DISRUPTION OF WATER SERVICE. 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 10 OF THE ABOVE REFERENCED CHAPTER. a 6. EXISTING 16" WATERLINE THAT SUPPLIES BOTH RESERVOIRS TO REMAIN. EXISTING WATER MAINS AND SERVICES `/ 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 mz CHLORINATION. TESTING AND DISINFECTION WILL BE COMPLETED IN ACCORDANCE WITH AWWA C-600 FOR PRESSURE z ix TESTING AND AWWA C-651 FOR DISINFECTION. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED ANDW o DISINFECTED BEFORE CONNECTION TO THE EXISITNG SYSTEM AND BEFORE ANY SERVICE CONNECTIONS ARE MADE. o oQ BLOW OFF PRESSURE AND DECHLORINATE AT END OF TEST. PROVIDE 1" TEMPORARY TAPS FOR CHLORINE INJECTION to2 3:E AS REQUIRED. PLUG TEMPORARY TAPS WITH BRASS PLUG UPON ACCEPTANCE OF NEW WATERLINE. D m0 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. 11. ALL EXISTING UTILITIES DISTURBED BY CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AND THE RESPECTIVE UTILITY COMPANY NOTIFIED OF THE DISTURBANCE WITHOUT DELAY. 12. ALL VALVES SHALL INCLUDE VALVE BOXES AND LIDS AS OUTLINED IN THE COUNTY FACILITIES PERMIT AND CITY ENCROACHMENT PERMIT AND LANE COUNTY 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 COUNTY. CONTRACTOR SHALL SUPPLY SIGNING AND BARRICADES AS REQUIRED TO ASSURE AUTOMOTIVE AND PEDESTRIAN SAFETY. 15. CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT INFORMATION AS CONSTRUCTION PROGRESSES. THIS INFORMATION SHALL BE AVAILABLE FOR REVIEW DURING ALL CONSTRUCTION ACTIVITIES. ALL AS -BUILT INFORMATION SHALL BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. 16. CROSSING SANITARY SEWER LINES SHALL BE DONE PER OAR 333-061-0050(9). 17. CONTRACTOR SHALL OBTAIN A LANE REGIONAL AIR PROTECTION AGENCY PERMIT AS REQUIRED. 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. 21. CONTRACTOR SHALL VERIFY MANUFACTURER'S RECOMMENDED MAX ALLOWED DEFLECTION ANGLE AND MINIMUM 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. 23. COMPACTION TESTS SHALL BE PERFORMED PER SPEC BY AN INDEPENDENT THIRD PARTY PROVIDED BY THE OWNER. 24. MAINTAIN 3' MINIMUM DEPTH OF COVER OVER PROPOSED 12" WATERLINE AT ALL TIMES, UNLESS NOTED OTHERWISE. WATERLINES WITHOUT CONDUIT SHALL BE INSTALLED PER DETAIL W1.17 ON SHEET C15. 25. FOR ELECTRICAL AND FIBER CONDUIT AND VAULT INSTALLATION, REFER TO COMPLETE SUB ELECTRICAL CONDUIT INSTALLATION REQUIREMENTS LOCATED IN APPENDIX C AND DETAIL 3 ON SHEET C15. 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 DETERMINE LENGTH BETWEEN BENDS. 27. CLSM BACKFILL REQUIRED FOR ALL ROAD CROSSINGS, PER DETAIL W1.17 ON SHEET C15. 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. Rp, (A� 6t1�1 _MM_ Pte. CIV P1 V&POWII� 155Vflffq MAR 25 20,10 Original SubmiiL i v - V) z O w z 3rn J Q U o W #- Q z 3: 4 w w W Z 0 z x x Q Q U) (n o a w 0 J F -- F- SEAL - 00 00 00 0 z #- 0 W 0 ir Q. I53h"ITYL[iLewLIPlc321Z C� SHEET: 6 OF 25 I m i. 0 0 Cn 0- E 3 a CA I a 0 m m Q 1 ,0 00 00 n: ASPHALT CONCRETE PAVEMENT 0 % °es' — - 1/2 PAVEMENT WIDTH --- - 4`� CRUSHED ROCK BALLAST 4" (MINIMUM) ASPHALT CONCRETE 12 MIN =+ +► PLACED PR30R TO PAYING 2" THICICCLASS 'C WEARING COURSE CITY STANDARD CURB k GUTTER f -OVERS 'B' BASE COURSE(S) ! PLACED IN 2" - REFER TO STD DWG 3-5 3' LIFTS i 2% MIN CROSS SLOPE CROWN - 5% MIN >x V 12" (MINIMUM) 1 1/2' MINUS CRUSHED ROCK -- FIRM COMPACTED SUBGRADE TOR WET SO11 OR WINTER WEATHER CONTRUCTION. OVER EXCAVATE AS DIRECTED � t BY THE CITY INSPECTOR ($" MIN) L PLACE GEOTEXIILE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2' MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY PORTLAND CEMENT CONCRETE PAVEMENT � 1/2 PAVEMENT WIDTH r 4��0`' 1e" Joint CRUSHED ROCK BALLAST (MINIMUM) PORTLAND CEMENT CONCRETE JETE 12' MIN -j +► PLACED PRIOR TO PAVING 7' I CITY STANDARD CURB do GUTTER Sax Cut I r REFER TO STD DWG 3-5 TIED CONTRACTMN JOINT 2% MIN CROSS SLOPE CROWN 2% MIN REFER I SX MIN °REFER TO STD DWG 3-9- 1a;._, >4ey 4 yS { 011 (MINIMUM) 3/4' MINUS CRUSHED ROCK I - FIRM COMPACTED SUBGRADf FOR WET SOIL OR WINTER WEATHER ! CONTRUCiION. OVER EXCAVATE AS DIRECTED s BY THE CITY INSPECTOR ($' MIN) CONCRETE PAVEMENT JOINTING NOTES PLACE GEOTEXTILE FABRIC AND REPLACE WITH ADDITIONAL 1 1/2- MINUS CRUSHED ROCK. REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS OCTOBER THROUGH MAY TYPICALLY NOTES ajc STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED MOOR DE. THE CITY INSPECTOR MAY REQUIRE OYER EXCAVATION (8- MINIMUM) AND THE PLACEMENT OF GEOTEXTILLE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE. 4: REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS * A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL. RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS. �k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHA I BE 3000 PSI FIELD STRENGTH (3450 PST LAB STRENGTH) 6.0 SACK MDI CONCRETE �k CURBS & COMMERCIAL DRIVEWAYS SHAD. BE 350D PSI FIELD SIREN= (4025 PSI LAB STRIMM) &3 SACK MD( COMXTE CONCRETE PAVEMENT SHALL BE 4000 PST FIELD STRENGTH (4600 PS LAB STRENGTH) 7.0 SACK MIX CONCRETE WItH 1 1/r MINUS FRACTURED AGGREGATE. PAVEMENT MIX DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE. Na RIEVIStTN DATE BY CITY OF SPRINGFIEMD SPRINGFIELD DEPT. OF Pi3BLIC CORKS TYPICAL SEC T101VS .STREET PA VI1VG Z= STANDARD DRAW NG 3-1 I 2003 of O ._--■ P.C. CONCRETE DRIVEWAY APPROACHES F— �_.®■. LisT)•mTTT>• coxtR' .�\oH ao\mss - vom m wm\ -Am-my, w000m `5 off cmuk w\ -,w> rp LOAM li►�i►�0.i►,1►,r��t �jEl 7. COMPACTED SUBGIR" COMPACTIED CRUSHED ROCK - 2 MINIMUM OF 3/4- MINUS CRUSHED OCCONCRETE 11.1,11 Vii; t ffiNPAWTAff SETBACK SIDEWALK s+, EXISTING I i Lam-LIQ-as=ttttt� �. Y WI��• ti• ,� ,nl • t � at NOTES 6" MINIMUM LOAM LOAM FIRM CONFAG?ED SUBWADE 2- MINIMUM OF 3/4- MINUS COMPACTED CRUSHED ROCK 4" MINIMUM P.C. CONCRETE * NO ABOVEGROUND FACILLTtES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA ,k ALL SURFACES SHALL HAVE A BROOM FINISH. ,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SWILL. BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK M CONCRETE ,k CURBS & COMMERCIAL. DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE E �� fl® !' M Air �t(.� .► SIDEWALKi STANDARD DFAVEG 3' 7 2003 O ._--■ P.C. CONCRETE DRIVEWAY APPROACHES F— �_.®■. LisT)•mTTT>• DRIVEWAY (INCLUDING TRANSITION WING) o SHALL NOT CROSS PROPERTY LINE PROJECTION PROPERTY LINE PROJECTION -4o' CURB REMOVAL CURB REPLACEMENT FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB_ i t) SNNcU T 4" DEER AS CLOSE (1) SAWCUT 4" DEEP AS CLOSE ` TO CURB AS PRACTICABLE 0 CURB AS PRACTICABLE FAPI�ROACH EXiSTIAG XIO.ING.CUTTLIR BART� . - GUTTER ARS' (2) BREAD (2) BREAK (3) REMOVE CURB (3) REMOVE APPROACH DRILL 3/4" x d 1/2" IHOLES INTO EXISTING GUTTER BAR 24" O.C. - FILL HOLE WITH EPDXY - CONTRACTION JOINT ; � ; AND INSERT S LONG ,#5 REBAR INTO HOLE - - 'OR O POURING NEN CURE3. 3d4,._ LIF' (.r= Rtt�'D) r°ti � �_ � < � ` APPROACH I Exi5d1uG - - y r=XiSTINIG � GU7-ER RAR 4 , a GUTTER RAR NOTES * EXISTING GUTTER BAR SWILL NOT BE REMOVED WITHOUT FUDR APPROVAL BY THE CITY 4c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT 4c ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE "PRECISION CUT' METHOD OR EQUIVALENT 4c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL. DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE �k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE NO REVISION DATE DY APPR CTPY OF SPRWGFMD SPRINGFIELIDr # , DEPT. OF PUMUC 1PORKS CURB REMOVAL & REPLACEMENT A Perot w MY &&W STANDARD DFAVEG 3' 7 2003 O ._--■ P.C. CONCRETE DRIVEWAY APPROACHES F— �_.®■. LisT)•mTTT>• DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN ON SITE DRAINAGE SHALL PEDESTRIAN PATH PLOW ONTO PROPERTY ORW%m .gyp•% 8" THICK 3500 PSI FIELD STRENGTH pELwEc�\m of (4025 PSI LAB STRENGTH) 6.3 SACK 4R04ERi`( L\NE MIX REINFORCED CONCRETE ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK -� rrDa�at 6 t_oNo ,c\iM\VM 114 N z. i \ Z : z yin : `_ t ; 4 n CU m%V1. %\OE`T myY ••+ �1� _N a 3 ; ' ; RAMP SLOPE i r O i 12.1 TYPICAL ''t f i -_A. 3T4 tW Zmm IM. �t\ROAi �t1\DZtt Fi C\1R% tZ %Xm ��A V1 wwwm OR\NE%_ P`( CURB iiEZUR�\ SHi�.t_�. NOS EX�CEZJO 8E`lOt�1U PROJECT\Oly OF PROPER"T`( t_itJE SECTION A— A 12:1 TYPICAL :50:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH 51 MIN 5` MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 3/4' LEa MIX REINFORCED CONCRETE v . ° ' . $• e . ° , #4 REBAR - 12" ON CENTER Cao �• '• BOTH WAYS PLACED 2" f ABOVE THE BOTTOM OF SLAB 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK NOTES * W TINE -GROIN} L-ACRITES-(fgiE HYDE WSe POWER PE5t NITON BASINS. VALVES„ J-SOXf5„ LNC.) STWLL BE PERMITTED WTM THE APRON OR RW AICA * D<2 "AY {f "I WIDTH SHALIL LE BETWEEN 24 FEET (MINIMIN) AND 35 FEET (MAXRHRM) IN ADX W14CE WITH CITY PERMIT'S. ajc ALL SURFACES SHALT- HAVE A BROOM FMt REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS * allXTE NO APPROACH SHA{.T. BE 8- THICK (MAIN) CONCRE E ON 2- OF 3/4- MINUS CRIJIM ROCK. * REINFORCEMENT 6 REMtEO. 1% 14 R£BAR - 12' ON CENTER - BOTH WAYS -PLACED 2- ABOVE THE BOTTOM OF THE SLAB �c A CONTRACTION (SCORE) JOITT SWILL BE ADDED OT THE CENTER OF TFE APRON. * SIDEWALKS, ACCESS RAMPS, AND RESDI N K DtIVEWAYS SHALL BE 3000 PSI FIELD STTI:iM (3450 PSI LAB STRENGTH) 60 SACK MIX CONCRETE * CURBS & DRIVEWAYS SWL BE 3500 PSI FIELD STRENGTH (44251 PSI LAB MM) 6.3 SACK MIX CONXTE SIDEWALK ACCESS RAMP NOTES ITHIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. CONFINE DMAY WITHIN LINES PERPENDICUM TO M'{: LINE AND PERMISSIBLE T E.I SSI [ t PLACE EITHER PASSING {< .rH LOT COMM OR Kick Sao= I+ o �Y '.a , AL AL JL CU www"m im COMMERCIAL {{35 DRIVEWAY CONSTRUCTINGUM DRIVLVAY APPROACH SIDEIM EXISM REWK, WIACE A ONLE AMOM OF WU TO MEET THE DMAY WAM MAXIMUMSIDEM SIM CONCRETE STRENGTH 2. t BERM THE NEV AM EXIM SIDIZU mm PSI MEET sort".0m 4. IF FUM SIDENIn AK TO K 8KT, THE MMY AITR0ACH COMMED ., EDSE OF SWU WARM THE IDIE E. D, WADE SEr Elf IHE<,ar DRIVEWAY MIAXIMIUM �m"�\\A / #4 BARS ON 12- CENTERS BOTH WAYS Y ABOVE BDTTOM OF SLAB INDUSTRIAL 2 LAYERS OF OR6X6X10 WELDED REINFORCED DRIVEW WK MESH. reeveCITY 4 r 2' I / ' COMMERCIAL DRIVEWAY APRON CURBSIDE SIDEWALK - -,I /3 ) M + J O ._--■ P.C. CONCRETE DRIVEWAY APPROACHES F— �_.®■. LisT)•mTTT>• CONFINE DMAY WITHIN LINES PERPENDICUM TO M'{: LINE AND PERMISSIBLE T E.I SSI [ t PLACE EITHER PASSING {< .rH LOT COMM OR Kick Sao= I+ o �Y '.a , AL AL JL CU www"m im COMMERCIAL {{35 DRIVEWAY CONSTRUCTINGUM DRIVLVAY APPROACH SIDEIM EXISM REWK, WIACE A ONLE AMOM OF WU TO MEET THE DMAY WAM MAXIMUMSIDEM SIM CONCRETE STRENGTH 2. t BERM THE NEV AM EXIM SIDIZU mm PSI MEET sort".0m 4. IF FUM SIDENIn AK TO K 8KT, THE MMY AITR0ACH COMMED ., EDSE OF SWU WARM THE IDIE E. D, WADE SEr Elf IHE<,ar DRIVEWAY MIAXIMIUM �m"�\\A / #4 BARS ON 12- CENTERS BOTH WAYS Y ABOVE BDTTOM OF SLAB INDUSTRIAL 2 LAYERS OF OR6X6X10 WELDED REINFORCED DRIVEW WK MESH. reeveCITY O SPRINGFIELDCOMMERCIAL t8/- OF PUBUC VOR" m FEW M mmaw". OP. 97477 l Al INDUSTRIAL � .: t J O ._--■ P.C. CONCRETE DRIVEWAY APPROACHES F— �_.®■. U-1 - M : Cn m Cn Tri CM � mm"' 6,,,11- : a - SON E 03 N -0 (D: U V C6 � 1--, ' moul :c w M O Y U � ca 6- : 6 rj- z m m LU V) Z O w CC z O o0 rl- F— O Q w 0 = z m z w LLJ z z X x a U)w U Q (n d z � LTJ o d 0 11m s� 6 oa Vi 3 cn ri t� � J Spvin9fietc! U�-�-i1�1�j �40� � Q v -� OH p 0 V) Z O w CC Date Received MAR 25 Original Submittal Know. what's below. Call before you dig. E- SEAL - DRAWING NUMBER C 6 SHEET 7 OF 25 z O rl- F— O Q w 0 Q x m z w LLJ z z X x a U)w 00 OC) 000- 0 Z I - w (n d in LTJ o d Date Received MAR 25 Original Submittal Know. what's below. Call before you dig. 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