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SITE PLA (
<br /> Application
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<br /> PROPERTY LINE
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<br /> GENERAL NOTES: rj` / �-
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<br /> 1, THESE PLANS SHOW EXISTING FEATURES INCLUDING BUT NOT LIMITED TO TREES, UTLITEB, AND ol
<br /> '9
<br /> STRUCTURES THAT MAY BE AFFECTED BY THE CONSTRUCTION OR PLACEMENT OF THE 7 vAREB + \
<br /> PROPOSED ENGINEERED IMPROVEMENTS, THECONTRACTOR ISLL IMMEDIATELY NOTIFY THE � / �•`' ' , . , \� , , Q
<br /> ENGINEER IF THERE ARE ANY EXISTING FEATURES, WHETHER SHOWN OR NOT SHOWN ON THESE 'ti . • . G
<br /> PLANS, THAT COULD N ANY WAYSE N POTFNTN.CONFUCTYATHTHE DESIGN OF THERE PUNS.
<br /> ALL WORK WITHIN THEVICINITY OF A POTENTIAL CONFLICT SHALL CEASE UNTILAN ADEQUATE ' NA1' RRCMIE . � v J
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<br /> AND APPROPRIATESOLlRIOEIINDETERMINED BY THE ENGINEER AND APPROVED BY THE PUBLIC , �\ d .. \ 2
<br /> WOW DEPARTMENT. If
<br /> �v., l •� h.fr \
<br /> 2 SHOULD ITAPPEARTHAT THE WORKTO BE DONE, OR ANY MATTER RELATIVE THERETO, ISNOT L \
<br /> SUFFICIENTLY DETAILED OR EMPLANED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT / �{� . � ' \:' JiR�ey
<br /> PROJECT ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. L
<br /> 3. QUALITY CONTROL PLAN: THE CONTRACTOR GRILL BE RESPONSIBLE FOR CONTROLLING THE 7o A- 5 \ All
<br /> QULNATY OF MATERIAL ENTERING THE WOW AID THE WORICPERFORNED. AND SHALL PERFORM i ,
<br /> TESTING TO ENSURE CONTROL PRIOR Twill OF WORK THE CONTRACTOR SHALL SLBMTA '� 1 \ �vw 4
<br /> QUALITY CONTROL PLAN THAT MUST DESCRIBETHE METHODS AND FREQUENCY OF TESTING f \
<br /> IMPLEMENTATION OF CORRECTIVE ACTIONS AS NECEBRARY, AND REPORTING OF TEST RESULTS,
<br /> SPECIFIC 70 EACH MATERIAL TO BE USED. 5
<br /> 4, ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC E'IORKS DEPARTMENT PRIOR \ • �Q
<br /> TO CDNSTRUCTON AND SHALL BE ACCURATELT SHOWN ON REASED PLANS, STAMPED AND \ \
<br /> DISTRIBUTED BY THE ENGNEERNG SERVICES DIVISION, PPORTO ACCEPTANCE OF THEWORK fo
<br /> ASCOMPLETE, : 0
<br /> 54 NO TREES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED ON THE /
<br /> IMPROVEMENT RAMS, F ANY TREES ARE TO BE REMOVED,THE IMPROVEMENT PLANS MUST BE
<br /> REVIEWED AND ACKNOWLEDGED BY THE COMMUNITY DEVELOPMENT DEPARTMENT. Al
<br /> CONFUCTNO 'ATTH GRADING UTIRF3, OR OTNER IRPROVEUENTS, OR OI'ERFIANGNG THE \ evo
<br /> SIDEWALK OR PAVEMENT BOAS TO FORM A NUSANCE OR HAZARD, SHALL BE TR&iMED, /
<br /> PROPERLYTREATED AND SEALED, A TREE PEI MAYBE NECESSARY AND CANOE OBTAINED
<br /> FROM THE COMMUNITY DEVELOPMENT DEPARTMENT!, 05 ♦ \ ' ` ,� : ,,
<br /> B. COMPACTION REQUIREMENTS (RELATIVE DENSITY PER Al 0.155/1: 1 1
<br /> 4
<br /> A ' PF C '
<br /> EXISTING SUBORADE. 90% IN THE I7 FROM NATIVE OR CUTSJ A E O
<br /> 2
<br /> B. TRENCH BACKALL: / 3gO • O
<br /> I, N PUSUC RIGHTAFWAY: PER CJTYSTAFDARDS \ / A tZ .
<br /> 2 IN LANDSCAPED AREAS: 557E IN THETOP I7 FROM FINISHED GRADE BO% BELOW I2' ATP \ p �T�I}' �I�I' I�( \ LY
<br /> FROM FINISH GRADE / / A \ 44 a t Z 2 9
<br /> 3. N BUILDING PADS: 90% FULL DEPT VV!' W wo
<br /> G ROAD RIGHT-0FWAYI '— — _ wl
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<br /> 1. PERCITYSTANDARDS •q `L•P O U
<br /> 2 NPARKWAYS: 90% MBNAN THETOPSFROM FINISH GRADE, 857E BELOLVF FROM ' \ _ \ W �1
<br /> FINISH GRADE. X91 t� � " \ C W Lu
<br /> 000
<br /> T. APPUCABLE FEES TO BE PAD AND PERMITS TEOIIRED SHALL BE OBTAINED BYTHE \
<br /> CONTRACTOR BEFORE COMMENCEMENT OF CONSTRUCTIDN. C^- -s
<br /> & CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE V'ATHGENERALLYACCEPTED ss \ S \\ C y N sS
<br /> CONSTRUCTION PRACTICES, CONSTRUCTION CDNTRACT WILL BE REOURED TO ASSUMESOLE
<br /> AND CTOTERAOFE ,I�ENGANDEDGPPCCONNTI� OR FURHGRETDENDIINGY D HOLD THE CONSTRUCTION
<br /> HARMLESS FROM ANY AND ALL CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE \
<br /> PROJECT, INCLUDING SAFETY OFALL PER.RONSAND PROPERTY, THAT THIS REOUIREVENT SHALL \� •• •�' • \
<br /> BE MADE TOAPPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL UABLITY, REAL OR O \ \
<br /> ALLEGED, IN CCNNECTION YITHTHE PERFORNANCE OF WORK ON THIS PROJECT, EXCEPTING
<br /> LABILITY ARISING FROM THE SOLE NEGUGENCE OF THE DESIGN PROFESSIONAL
<br /> 9, PRIOR TO ANY CORRECTIVE ACTION BY THE COIRRALTORW4BGH IS NECESSARY TO ALLEGED •�� .,`
<br /> STAKING ERROR, THE CONTRACTOR SHALL NOTIFY RDGEUNE ENGINEERING FOR REBTAKING - \
<br /> AND VERIFICATION OF PREVIOUS STAKING SHOULD ANY CORRECTIVE 'i.'OPK BE DONE PRIOR TO \
<br /> NOTIFICATION, OR F THE ORIGINIAL STAKING ISDONE BY OTHERS, RIDGELIFE ENGINEERING I \ `•,,
<br /> ASSUMES NO LIM TIES FOR THE =78 INCURRED FOR THIS WORK WHERE IT HAS BEEN \
<br /> DETERMINED THAT ANY CORRECTIVE ACTION 'A8L REQUIRE FINANCIAL PARTICIPATION BY -
<br /> RIDGELINE ENGNEEyNG, THAT AMOUNT SHALL BE AGREED TO BY RDGEUFE ENGINEERING N \
<br /> WRITING PRIOR TO TAKING CORRECTIVE ACTIOI FAILURE TOOBTAIN 'ARuiTEN ACCEPTANCE BY — _ — — — �� \ u 1
<br /> PDGEUNE ENGINEERING WILL NEGATE ALL REQUN9JENTS OF OUR FINANCIAL ASSISTANCE. — — — 221,1
<br /> 10. RIDGELINE ENGINEERING HAS EXERCISED A REASONABLE AND ACCEPTABLE STANDARD OF CARE
<br /> IN THE PREPARATION OF THESE BINS. HOWEl4Ii, THE DESIGN PROCESS INCLUDES ACTIVMES ` 9BBY Zt' 00'E
<br /> OCCURRING AFTER RAN SIGNATURE THESE ACTIVITIES INCLUDE CALCULATION, PUN CHECK 2 !'
<br /> AND VERFDATIONS WRING TE CONSTRUCTIOI, SXOLAT) PERSONS OTHERTHAN RMI NE
<br /> ENGINEERING PERFORM THE CONSTRUCTION STAKING OPERATIONS. THEY SHALL INDELTUFY (D KEYNOTES: 3
<br /> THE RDGEUNE ENGIN EE RING FROM ANY DAMAGES RESULTING FROM FAILURE TO PERFORM
<br /> THESETASKS ORANY EXPENSE OR DAMAGE RESULTING FROM OMISSION OR ERROR CONTAINED 1 (E) WELL
<br /> s
<br /> IN THE PLANS WHICH WOULD REASONABLY HAVE BEEN DISCOVERED AND CORRECTED BY E ENGINEERING, 2 (E) WELL 1504BUFFER
<br /> 11. RALLAPNFLICABLE CLEANOUT$. VALVE BOXES, PULLSOXES AND PELATEDAPPURTERANCE 3. (E) 16' WDEASPHALT ROAD PROJECT ND.: 22E-022 qq
<br /> SUBJECTEDTO VEHICULAR WHEEL LOADING SEOUL BE CONSTRUCTED WTH A TRAFFIC IHM 4. (P) MOBILE HOME LOT PER DETAIL 2, SHEET CI.1 \ DRAWN BY: MA s
<br /> LOAD RATING. 5. (P) RV SPACES PER DETAIL I \, SHEET C1.1 / CHECKED BY: JB RN gI
<br /> 12. THE CONTRACTOR SHALT. NPLErENTSMLP.T000NTROL ALLSOL AND DUST FROM LEAVING \ LLLJJI DATE: to 1=Z 3166
<br /> THE SDE \
<br /> SHEET NO.:
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<br /> SHEET: 3 OF 7
<br /> 22[022-CI .O-9b.Eeq ARCH D 21X35
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