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2 EMPLOY ACCEPiABLE iESiWG LABORAiORY i0 PERFORM MAiERiALS EVAWAiiON, iESiiNG AN� OESiGN 0� CONCREiE MIXES.
1. PERPORN SAMPLWG ANO iE5➢NG �ORMG CONCREiE PLACE4ENi, AS GOLLOWS: AiR CONiEM ASi4 C 1A, ONE GOR EACN SEi OP COIA�RESSNE
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EACM 50 Cll. TpS. OR FRACiiON iHEREOF EACM CLA55 OF CONCREiE: ONE SPECWEN iE5iE0 Ai ] pATS, ONE SPECiMEN iESiE� Ai 28 �AYS.
ANO ONE REiAWED GOR LAiER iESiWG ff REOViRED. WrvEN iHE iOiAL OVANirtr OP GrvEN C1A55 OG CONCREiE 6 LE4 irvAN 50 CU. r05.
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d. CONCREiE FOR E%iERiOR PAVENENi, SLA65, WALHS, PAii05, AND CORBS SNALL NAVE A 2B OAv LOMPRESSNE SiRENGiH OF NOi LE55 iHAN
d,000 PSi POR ALL ExIERiOR POUREO CONCREiE.
S W% �ESiGN MAv BE AOJl14ED WNEN MAiERiAL CNARACiERiS➢CS, JOB CONOi➢ONS, WEAiHER, iE4 RESOLiS OR OiHER CiRNM4ANCES WARRANi.
�0 NOi p5E REV6E0 CONCREiE MIXES ON➢L SUBMiIIE� i0 AND ACCEPiE� Bv ENGWEER.
6. PORiLnND CEMENi aSiM C 150, ttPE AS REOWRED.
Z AS�M C 33, E%CEPi LOCAL AGGREGAiES 0� PROVEN Cl1RA9iLiiY MAY BE OSEO WNEN ACCEPiA9LE ID ENGWEER. USE� EVENLY Mi%E� SRES 0�
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9, niR-ENiRaWWG nDMixiURE: n5iA1 C 260.
10. WAiER-RE�UCiNG AOMi%iUFE: ASiM C C9C�, iYPE AS REOUiFEO i0 SUii PROJECi WNOiii0N5. ONLY USE ApMi%iURES WNiCN NAVE BEEN
if4fD AND ACCfPif� iN Mi% Of5iGN5.
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13. WELOEO WiRE FABRiC: AS�N A 185.
Id. JOB SiiE Ni%iNG: I15E DRUM ivPE BAiCN MACNWE Ni%ER, Mi%iNG NOi LE55 iHAN I-1/2 MiN0iE5 FOR ONE C0. vp. OR SMALL CAPACiiv_
iNCREASE Mi%iNG iiME Ai LEASi IS SECON�S FOR EACN AppiiiON Yp. OF PRACiiON iHEREO�.
15. READv MiX LONCREiE: ASiIA L 9d
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�URWG CONCREiE PLACEMEM 6 REOWREO i0 ELiMMAiE LEAKS.
18. SAiiS�ACiORv SOiL 1AAiERiAL SNALL BE �REE 0� CLAv. ROCN OR GRAVEL LARGER iHAN 4" iN ANv DiNEN5i0N, OE6Ri5, WA4E, �ROZEN MAiERiAL
VEGEiABLE ANO OiXER pELEiER10115 ORGANIC MAiiER. SOIL SNALL CONSISi Of NON-ORGANIC. LOW PLASiIC (PI ]p) MAiERIAL.
19. SOB-BASE NAiERiAL SNALL BE NAIDRALLv OR AR➢RCiALLv GRApE Mi%IDRE 0� NAIDRAL OR CROSNE� GRAVEL, CROSNE� SiONE, CRp5NE0 SLAq
NAiURAL OR CRIISNEO SANO.
20. 6ARRiCADE OPEN EXCAVAii0N5 OCCORRMG AS PARi OG iw5 WORN ANO PO4 WiIH WARNWC LiGNiS.
]I. PROiEQ SiRUQURES. UiRiiiES. SiOEWALNS, PAVEMENiS ANO OiHER FACRi➢ES �FOM OAMAGE LAUSED BY SEIILEMENi. UiERAL MOVEMENi.
UNDERMWWG. Wn5rv0Vi AND OirvER HAZARDS CREAiED Br EnRiHWORK OPERAii0N5.
22 �ORN CONCREiE SI1Cn iHAi �AVORABLE �RAiNAGE OCCIIRS i0 SiORM ORAiNS. SiAiRWELL �RAiNS, ANO/OR PARKiNG LOiS. NO �RAiNAGE
SMOULO OCCUR iOWARpS iHE 100N�ALON Of BWLOiNG WALLS.
23. NWiMUM CONCREiE COVER SNALL BE .S" �OR REM�ORCMG 4EEL W ACCOR�ANCE WiiH (ACi 318-83).
24. WELOwG. WCLUOWG iACK WELDiN4 OF REiNFORCED SiEEL i5 PROwBrtED. WELDiNG OF REiNFORCiNG SiEEL WRL BE PERIArtiED ONLv Bv
WRIiiEN APPROVAL OF iHE ENGWEER.
2i f00iiNG5 SNALL BEAR ON UN�i5iUR9E0 MAiEFiAL ANY UNSNiA9LE MAiEFiAL SNALL BE REMOVE�. ALL f00iiNG E%GVAii0N5 SMALL BE
iNSPECiE� Br AN iN�EPENDENi SORS ENGMEER Ai DiRECiiON OP GENERnL CONiRnCiOR BEFORE CONCREiE i5 PIACED.
]fi. SOILS E%POSEO IN iHE BASES OL ALL SAi15PACi0FY LOUN�AiION E%CAVAi10N5 SMALL BE PROiECiE� AGAINSi ANY OEiRIMENiAL CMANGE IN
CONDIilONS SUCH AS DISiURBnNCE. RAIN OR FREEZING. SURGACE RUNOFG $HAII NOi BE AILOWED i0 EMER iHE E%CAVAiION.
D. PROVIOE CONSiRpCiION, ISOIAiION AN� CONiftOL JOINiS AS IN�ICAiE� ON CIVIL SHEEiS.
28. ALL ExiERiOR CONCREiE SrvALL BE FiNiShED Wiiry A LiGrvi BROOM ivPE SURGACE.
29. iHE SUB-COMRAQOR SNALL PROViDE SPECiFiCAii0N5 ANO MANUiACiURERS �AiA FOR CONCREiE SEALER, JOiNi FlLLER, ANO CURWG COMPOUNO
FOR ALL GLOOR $LABS, i0 iHE ENGWEER PRIOR i0 INSiALLAiION FOR APPROVNL.
30. ALL SO�i nELOiNG OR OiHER UNSUiiABLE MAiERiALS ENCOONiEREO OURiNG ANv PHASE OF SUBGRApE WNSiRUCiiON SNALL BE REMOVEO AN�
FfPLACEO Wiin SUiiA9Lf MAifFiAL. inf RfPIALfMfNi MAifFiAL SnRLL FlLL inf UNSiABLf ARfA �OR inf fNiiRf OfPin 0� inf LOMPAQf�
SOBGRA�E ANO MEEi iHE SIIBGRAOE C04PACii0N5 REQI➢REMENiS. iHE SOBGRADE SNALL BE SNAPED i0 iHE iROE LWES AN� GRA�E AS
SNOWN ON ME PLANS.
3i. irvE SUBGRAOE SNALL BE CONPACiED i0 95R LABORAiORr DENSiir AS DEiERA1WE0 Bv A45Ni0 MEiHO� i-99.
33. iHE SIIBGRApE AN� RNiSN PAViNG SNALL BE iE4E� BY AN APPROVE� iESiiNG COMPANY Ai iHE OiRECiiON Of iHE GENERAL CONiRACiOF fOR
UN60RM $MOOiHNESS, DENSIiY ANO GRADE.
CONCREiE RBER Mix MAv BE USED. BUi MUSi
BE SOB1AiIIE� !OR PPPROVFL OF iHE Mi%
DESiGN Bv ME ENGiNEER
LAKE CROSS-SliCT'10Ne
OPTiON 3_
�
NATNE
$TORMWATER
PLANTING LIMITS
enseuenr I ON POND BANKS I
15' MIF
I._�_f .I p'NggplqpqRp AIIN. NORMAL POOL
P ____,,,,_9 _ _ to0 Y6nR ,
F�urnce.em 5 - -2�
5PILI.WPY � �
AT 100 TEAp � � �� - �
POOLELEVAiION-8&58 , Y
�o -.__. _ ...__
WH DHENiION POND NORiH I �0 546 AcJ
- 0
MINIMIIM eOIIOM ELEVAiION = 8R80'
100 YEAR SiORAGE VOL = L533 Aa Ff.
10-YEAR ELEVAiION =88126'
100-YEAR ELEVAilON=88820'
SPiuwnve�Ev.=88820' �
iOP OF BANK/FREEBOARD ELEV.=89020'
USE OtiTLET OPTION 3
HAD4IL7'ON
APPHOVPII)'.
mrenwisa nar ��o ecn�e�
UN'PY SURVFYOR'S OFFIC�
4�NNOUISTANDARD PLAN
o�,�E D-8
6"
�
3° TOP SOIL�
•'�•1?�._.. �
COMPACiED BACNFlLL
; _ .:i
,
/ :.
O'_ 9..
BIiUMIN0U5 PAVEMENi
CLA55 •A•
CONCREIE
STRAIGHT CONCREiE CURB
NO SCALE
NOTES: WIEGRAL CURB W11H CONCREIE PAVEMENT SHALL BE SIMILAR SHAPE
CIIRE ALL E%POSEO SORFACES
CONIRACTION JOINIS SHALL BE SAWE� IN CONiINUOUSLY POURE� CORBS TO A MINIMUAI �EP1H OF 1/3' �
OAMPEN SUBGRADE BEFORE PLACING CONCREIE
CONiROL JOINiS EVERY 5' MININUN ON RADII O1HER'MSE EI�ERY 10' NINIAIUM
NO BACKFlLLING OR CONPAC110N AIAY OCCOR 17 FROM Q1RB 11NiIL 5 NLL DAYS HAVE PASSED AFiER PLACING C�NCREIE
sNnu ec iN nccoaonNCE �nm iNoar srnNonRo saEaricnnoNs.
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DOORS.