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CONSTRUCTION NOTES AND DETAILS
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<br /> ,, V�GR(?VE Gt?NTROL
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<br /> 2 1 2 5� 2 1 2 c��e ���� c'��Tr� �o��rs �►�rERvat.s �rwE�s� ��.�.
<br /> I SITE SPECIFIC DATA
<br /> �' ,,, ��'-.<, AND H,�LF C�E3'1`H EXPAN51(}N
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<br /> J °°' EXTRUDEQ CEMENT CONCRETE CURB SECTiON `�
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<br /> t�UIL£T f'lPE 42t.27 1�,,�K 24" I ``•` : � `� � "- - '� :�: :a � - BETWEE€� �ULL DEPTH �/ �`,,,�` ,����`
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<br /> PRE7R�R1�;fEN7 BlQF/LTRATI4N DISCNARG£ ` _._- �,"--..�� �_ - __—___. � �
<br /> _ i- 15 MAX SPACING v-����v� ���,r�a� , � � Fa��.� ��p-rH �x�Ar�si�N
<br /> CARTRid�E GW��tU�' F1f��� -- 4 f ..
<br /> �'lAf fif"YRTf�trV � �35.df� 4.3�.d0 4.�.�.YD �s'E`DL4 FItTfR SEE NOTES ��°_p� �� ^ � .��9�1T i,(�€"' D��F' �� JQINT 3t�' ha1N INTERVAL
<br /> SURF.4L'E Lt�v1D K�0 /N-D!R£CT N.20 !N-DlREL'T N20 drV-DIREC`T �i FACN �x 'P3��� �" t�PfE�u°;4t_5 BEJ�'�t'E�N �:,�LL
<br /> ��_�_� .�r�� HA�� ����N e��:�r����� PLAN VIEWS
<br /> fR�4ME d� CONER sr.3D" (3,I ?.SA�' ���" J,Q#NT� (T`fP7 5' M[N
<br /> PLAN V`JEW �—y
<br /> 4YfTLAIJI}lrl,�Df� l�C1LF1Mf �CY� t3:B,8 LEf7`ENl3 VIEW � �OLO JO1NT` � t��� N€�T.E �. ��L:�dlf�� �,- CEMENT CONCREfE
<br /> WETLANOM�'OlR 11fLNERY MET,NOD 1�f?
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<br /> ORlFICE 52� ((?1A, lNCN£�� �2,6'�"f.4�H � � �;�x PAVEMENT `�.. � "�--' `--'~-���";�S�
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<br /> ,NAX�MUM P1CJf kY£1Gt1T (L�S,} 7813 `u}�� ��!� "��x � �.-----,-�--�'---..'�-�.��-'-,����
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<br /> SEE SECTIpN ct��RSE, coMs�;�crEo �`a s:s� n�,x oe�srr�r
<br /> WSTALLATION NOTES cu�ER sE�
<br /> 1. Ct?NT�t4CTfIR T� PRe�YtIJE Ail tABD�i? EOtI,i�MEMT, A4AT�RfALS ANt1
<br /> STD 30SA
<br /> ��v�roFn+r�cs Rfr�ur��v rQ ��F��,a� ,aN� rn+srAu ��- srsrE�.�nr�a TYP I CAL S ECTI ON
<br /> APFU,RT£NANCFS 1N ACCORlb9NCE WITF{ TH1,S ORANRNG A1V0 THf ""'° ..-- -- ----- - - - - ---- ----- I a; � E _, J 01 NT S PAC I N G N OTES
<br /> BYpASS ft#YAIXXV e7�,. •
<br /> h�ANUfACTURfRS SPEGtf"1CATlJ�1N5, tiNtESS t?FNERWISE STAIED 1N' 3 r}f'
<br /> �r�-A�����-�s ca,vrr�a�cr. E���aw ,r�crr��-r�a�v °° �' � �"` �' � NOTES:
<br /> � LildtT ;tn+f�T E� t1+15F�1.L�'L2 tl;�t LEI�£ �fAS€� A4ANCfF�GTC+��R COMROt DRtfICE �r ,�, ,. - ,�-, ,^� 1: 59d3EW�LKS aNALL BE A MINIMUM �tF 4" THIGK, ANO SHALt� BE C{3MMERGIAL M6X CC�FI�RET� AS CALLEO OUT
<br /> �'�w°�DMk��`l��17�� �1�''1iid�`� �"�`,��. RUGk° �,� l�a'�L�'��' �SP��f�`JJ,�'� �rH �� � RI�ER � _ - , �N tNSDt�T �TD SPECS., WITH A1R ENl'RAINMENT {MIN �.5 �, MAX 6.5 %}.
<br /> �' � � `, � � �UT (1f� ��,1t�EG �C�INT� ��i�L� BE P.Lt���� �7�}T T� ��C��a 15 �C� �Et�1TE�.
<br /> �i" T`M� �,�1�'�j �'N�IN�"�`R. Ct�Nt'�'�G`�'fl�' f:S ���`.�?t�1��'�L�` T� s��.eo `� :' �„��. _ �.:.,r." ° C'�
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<br /> !�}?`JfY". F�R����`Nt�JN�°�`RS R�L''�7�1l�4�f�'1����# B:�S��P�`GIFlEAt�''r'�� ` .__ _.. � �+,�r "..,_ THRU �JOINTS �HALL BE RLI�CED O�I.Y �AT (�OCNT� O� �,aNGEN�'t" C�N ��I�EE� 2. SIDEWALK FULL QEf�ZH E�PANSIJN �701hETS SHfi�L�. GENERALL"Y BE PLA��D TO MATCH THO'SE IN AQ,FAGENT
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<br /> ,� l�11. PIPES MU�'T � F�Lt1�N €�ITP{ 1N�l1�1E .�J�F.4C£ 1�+� G"'�M1ICRE'�: , " _ ��r.z� ___ _ ALLEI� AND C?RItiIEWAY RETURNS ANi3 WHERE THRU �JOINTS QCCUR IN THE ���� � GUTTER (WITHQtUT PLANTER STRIR}. MRXIMUM SPA�.ING (?� 30 FEET, �WAL '�PA�IN�, QETERMINAT[Q!J
<br /> (P.1P�5' CAMJ4�T tNTRUp£�EY13N17 fIUSM,� fNl/ER3' �F QUrFIfllM PfP� - t2'-to' �o'-t0" � -'^' �' SHA�.L 8E OECIOEf EiY THE fNSPECTOR W THE FIELO.
<br /> MUSf BE Fl 11SN iY1TN DISCHARGE Gt�4MB£R fL DOR. ALL Gr1PS p�,,,�„r �'+ �`��'� o�scx��cs � �-�•_8�—"j y"�'�" P€�V E M E N T �lA�.
<br /> AROUND P1P£S ShL4LL Bf S�ALED WAT'ER �1�hIT WITH A NON-StiRINK t7i�Ig8R Clteuteelt 3. SUBGRA[7E 5HhLL BE C()MPACTEp Tt� NOT LE55 THAN 95� t7F �1AXIMUM DENSITY.
<br /> GROUT P�'R M,ANt�f"A"T�;R�RS S1AN',l1ARD Ct7NNfCJ7pJJ D�%A+'d AND ��"-- -----µ- �"�y��` -�- '�� ''�� �'°?��'� �'�" �. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED OUT IN WSD01` STD SPEC5.
<br /> SNALL kfEE7 OR £XCE�Ef7 Rf�lONAt PfPE CONNE�TIQN SrANOARI?S . �=�'-�` - 9`�.--� 4. �10EWa�K SHALL BE AT LEAST b" TH�C� !N OR3VEWAYS AND BENIND ROLL-�I.SRB (�TD 3{�5��.
<br /> �, c�t�rr�CtoR r� .su��t r,a�� trvsr,att ,att ��'i'F.�tsaaat c�n�n��'CrrN�c R1GHT ENtt VIEW
<br /> r�r�€s. ELEV�ITlDN f�l7EI�Y 3. CQNCRETE CURBS WILL BE Af���IOR�D TO TF�� �XISTIN� PAVE�iENT E3Y U�IEJG s. ��� �'r�3�w�� �i���r�.�c �t���.� �� ������ wr�� � ��Arv�����r�� ��r.���� c����.��r�a ��v���� ��
<br /> �. eon��a�'ra� R�`,sPc��+�rt�fE t�� fntsr�tt�t�l�rv ��',atc ����s AN ADHESi�/E. THE ADHESfVE �HALL MEET THE F�E�2UIREMENTS {�F SE�TIflN '��T���'���'� ���'�� �� �'�-�s�� sr���ri�r� tn€ �r�� �vr �rF ���r� a� e����� ir�c€;�t�t��7 �u�;����_ cu�ira�
<br /> A�ANNOL£S� .4N11 1°fi4TGN£.S: Ct�NT+24CILlR 7'C! G'ROUT ALL A#ANHI?CE�' �fATMfNF FL�iV (CfS) 0.6T3 Fl�,ri� �d-iALL. �`E F.Q� fi� �IN�M43� I�� �� i��kt:l�'aS,
<br /> .4nrr� t�tcr��°s r� a�,aT�H��rN,�y�r� ;�t��F�c� �rr�c��s sp�:et���p INTERNAL 6YPA55 DISCLOSURE:
<br /> 9--26.# OF THE WSQi�T ARWA STANDARD SRECIFICATI�NS �OR TYPE II Ef�C�XY
<br /> ����-R�y��- UFERAFiNG NEAD (FF) ,3,4 B�1NDI�lt''a A,�',,EN�. �. ALL Jt?INTS SHALL BE CLEANE� ANO EDGED WI�H AN EDGER HAVlNG A 1/�" RAOILIS.
<br /> fi� (}RiP QR SP�.AY 1Rk1�TJCJN R�(?t�'lREf� t?N r4LL t1�`!TS WlTN VEGEIA�l�7N tN£ D£S1GN AN,D CAP,4CIlY OF TNE PEAK CON►/£'YANL'� ME7HOD TO 8£ RfVtE�?'E'D
<br /> A(V'r7 APRt?�V£D BY 7NE ENG1NfE,R OF RE�'ORD. N6C(S) AT P£AK FLOW SIfALI 8E PRETREAT:tIENT tOAtJING 14A�E (�PMjSF) 2.Q ?. SI�SEt+YALkS A#�E s' MIN. W�OEfi E}CCEPT �' ALON� ARfiERiAL'�, IN COMM�I��IAL ARFAS, t�R AS APPROVEC� �Y
<br /> ASSESSfD TO £NSURE ND LoP57R£,4M F�t7tJL'lNG. PEAX N6L AN� BYP.ASS tyE�Lqti+D ME��1 LQA�ING RATE ��f'A4fSF,� J.0 THE CITY ENGiNEER.
<br /> GENERAL NOTES CAPACITY SHd'rYIV ON IlRAW1Nt� AR,�' USED FOR' 6UIDANCE 0'NLY.
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<br /> t. MANUFA�'FUR��R Ttl PR(JVt�O� AiC AlAT£RlALS L'1Ji�i"S OFh;ER6YIS£ NC1T£!3. tnr rr�anr otsr�w*t� PRc��'Rl��',�kY"ANL� t_'C��'f"tLt�"NTi�?t: /V/VV S"L"'S"'2�"V V G +"
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<br /> ��F FiG?R PROU£CT SPECfFIC ORAWiN�S L1EFAlLlN� �XACT Ik�fEN510NS, ��yrs .��, �� �¢U�a�:,.���..}�: ������.�� �����������.�£�> ;.. = � PUBLI� Wt)F�KS --�-; PUBLIC WORKS Bc SIDEWALK DEfAILS
<br /> � �v� ace�-ssr�fes ��s� c��r,acr ��,���cru�-� #�,4� �: �-,�..,��.���N RF���'�',� ,�, � ,,� '�� ",.`��»�'� STANDARD ��TA1L � C 0 N C R E7E C U R B �_R�rr
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<br /> `OE Std Dw : Q S#d Dw�•
<br /> E?€!ST �IDEwALK '2
<br /> FRAME AND LADDER OR STEPS ROUND SOLID COVER FRAME AND LADDER OR STEPS ROUND SOLID COVER �..,�
<br /> MARKED "DRAIN" MARKED "DRAIN" �.��n ���� ��P�� ���,���i�� 3J�" Ft�LL DEPTN E�c�AN�It�N v_�ROVE COrtTROL � ,�� � �
<br /> OFFSET SEE PLAN VIEW � OFFSET (SEE PLAN VIEW) � WITH LOCKING BOLTS. � � ,�t��w7 3(�� Mtf�l INTERVAL �� �
<br /> � ) WITH LOCKING BOLTS. � f` �--
<br /> RIM= 431.20t RIM= 435.92t f, �'Ifi�T .�b' �t�� �M'�R'�,�L �I��"��i J�INT 1/4" �+EEP 5` ,
<br /> �1J��3 �GI��. �£F�TF� JQlf��l'S IN�ERVAL.S BET'WE�N FULL EXIST TYP� A -. , , ��,� ! �.
<br /> I — / / AtVC} HALF DEPTN E�iPAN CURB � : - , . , v.���,�''^�.., ,r'° �q � �
<br /> J�INTS (TYP) '� '`� .r' ''�,` �" �-'
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<br /> a °r I� OVERFLOW ELEVATION=425.00 � �ROM �ACE OF �URB -�' "'� `�. '`� �- �``� � .�-,
<br /> OVERFLOW � r ,r'� 3/8" HALF D�PTH -'�.. � .`'�,_ �,�1.� ;.. �.
<br /> ELEVATION=425.00 12" MIN. OVERFLOW ELEVATION=425.00 12" MIN. �' `�.,, f ..�e '� E�PRN�tON ,tt�INT � ` � - y�.� '�`` ` ,,:�''� � � �
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<br /> �'``-~`�`^�- � � �. BETWEEN FM�LL ��``�,.,-''' A. r` ., � `'�'�
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<br /> 4 1/2" 3„ X 0.90 GAGE SUPPORT BRACKET �� �'��''".�� ,1 �`�'`•�`��;�� �l� ;,� �` ^� �' �k
<br /> � o CLR. � a ANCHORED TO CONCRETE WALL (TYP) r '\� �.�;��xxr,�'t �,�.r�`'`� �}-` ' �`�.`��S : �``.�.
<br /> 3" X 0.90 GAGE SUPPORT BRACKET � - �` �..,. �,.'* ;�,�=- `�.. �'` (
<br /> � 2 ELBOW IE - 424.50 � / �,�,j-w � . i.,, ``�. �. `3 � .
<br /> IE= 425.00 � ANCHORED TO CONCRETE WALL (TYP) � a ORIFICE DIA = 7/16" � / �,, '�, � �� �a ��`�� � _� ���„�_�
<br /> 2�� ELBOW IE = 4 4 � C t` `�, ` ,^- � ` �����• , . EXiST M�1�lOUTHIC
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<br /> 2 .50 ° `T� !�%° IRON LADDER �,t � 4'"` �^,,.,,�;1.;;.= �����. �... . ;�� PAVEta�NT �.ff C��� ,�N�r Sw
<br /> d ORIFICE DIA = 1-1/16" n .
<br /> (SEE STANDARD PLAN) �` �; ,-- ��� ..
<br /> IRON LADDER ��
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<br /> a � 4�� ELBOW IE = 423.90 '��' gC�T�,RtiA�€�Z � CEMENT GONCRETE C11R6 - ���
<br /> � a ORIFI E IA = 3 4�� ~` ����j P��MENT - PAVEMEtVT
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<br /> Id f C D / 4, � a�ps���r�+ic c+��e i
<br /> � 4" ELBOW IE = 423.90 p y�y . ` y� I
<br /> ( ORIFICE DIA = 1-5/8"
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<br /> IE= 417.25 � IE= 417.25 IE= 417.25 ' s IE= 417.25 AVEMENT �— , , . � °-����� F'��'������ � i�t� .�---�---- -,---�--,�"� on"As-Built" information provided by others.Though
<br /> � o z $ � z $ � �.� � . 6 , �-�` 1 � , � � . „ - - � � N���s the as-built information and this drawin are based on Q
<br /> ° �,,� ° c�, � ��� � �L # �J '�-'�j �' �} �'� the best ' able information, no presumption should o0
<br /> da�18�� RISER � a 18�� RISER '' ,' � 1 r T ', ; �= 1. EQUALS WIOTH 0� DRIV'EWAY AT PRC}PER'TY LINE, � �n
<br /> � l----. ; �,. 4--�..��� , �. be ma r � r ing the �� ',rr�s accuracy. �
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<br /> \ RT``,,,� � 8 ` BASE COURSE, GOMPACT�D
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<br /> �`' � OPENING DIAMETER 1-1/32" "' OPENING DIAMETER 7/16" MONOLITHIC CURB & SIaEWALK '
<br /> TYPICAL SECTION STRIP & SIDEWALK 5. THE DRIVEW�Y RAMP INClt101NG W43�G RAMPS SHALL B� '+�t.�����., h'i?�I �+��ikL �14:� A� A���Cr r��7 Ihd '�, �T
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<br /> CB #28 TYPE II-60� CONTROL STRUCTURE CB #31 TYPE II-60� CONTROL STRUCTURE _�CITY OF EVERETT CE1�iENT CONCRETE CUR� �Q{?��3 `�� ` CITY OF EVERETT 3
<br /> 1u� 7-2-2013
<br /> � �� PUBLIC WORKS & SIDEWALK DETAILS PUBLIC WORKS CEMENT CONCRETE �ate: .
<br /> n,oT TO SCALE NOT TO SCALE ��I���rr DEPARTMENT SHEET 2 QF 2 .�06 �v��,�rr DEPARTMENT DRIVEWAY RAMP TYPE- 1 3O7 �
<br /> `OE Std Qwt�: ���� :OE Sld Dw� �
<br /> �
<br /> Scole: Job Number =
<br /> No. Dote By Ckd. Appr. Rev�s�on Deslgned .._� �P pH�L IpA �,G►HAV� 1 g215 72ND AVENUE SOUTH F�� Title� D
<br /> 0
<br /> 6 3/Ol/18 MDY �P �P RECORD ORAW1NG o�QW� �K Horilonfo! 0��0� W Asy/y/�� Q � KENT, WA 98032 BERTCH CAPITAL PARTNERS 17798 �
<br /> 7 8/14/18 MDY CP CP R�EVISEO RECORD ORAW/NG P£R WATER MA/N REV/SIONS � � o� �i! � (425)251 -6222 CONSTRUCTION NOTES AND DETAILS �
<br /> AS NOTED C/O GREG BERTCH �
<br /> Checked ..�P__ N � Z � � �425�251 -8782 FAX Sheet �'
<br /> 0
<br /> - �ert��o� � � 38375 0 �,� y = 8201 164TH AVENUE N.E., SUITE 200 �—
<br /> approved as ��'�s, �`G/S T ER`�' ��`� crG c�' CIVIL ENGINEERING, LAND PLANNING, FOR �
<br /> AS NOTED S��NA� E�G `T�NG ENG�N��� SURVEYING, ENVIRONMENTAL SERVICES REDMOND, WA 98052 C�� �5 °'
<br /> Dote 2��g��6 8 ,� 2Q18 SEAWAY CENTER C3301 SEAWAY BLVD.) of
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