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OOSPACES V 14-0'CLFARHEIGM TNEREOF j TIMSPORIKIHOGSNiNTO r � &Q'CLEVMKNIGPROVIDFD� OOSP�CES � ALL IOMONG SPACES SIMII FNVE MlCilE55 NID EGRE55 BE 705pMRE INp1ES � IT NNiIWM FRp1 ALLEYS OR SEXNCE DitNES.LQIDING SPMCES � WMMM(TlPIGL , N REWIYIENDED SIMLL NDT BE WGT�WIIIIM Tiff REWIFED FNUNf � YMD OPoN ANY REp11PED SDEYARD F�CniG TlIE STREEf /� � f � rtnl.io i.i�on . � ONACOWERLOT. �•r• , � � UNAUhIORI�DVEHICIES � � � � DQ��I� � t. no-'�crors�s�s�uuee PARKEDINOEStGNATED �A MUSTBEP06TED00lLSPICUOUSLY�T ♦A � caurnucrm a rartcEuu�sha ACCESSIBLE SPACES N0T ENfRM1GE TOOFFSTREET w� a rA �/ s w�TM�oT�«�� a�Y��as„N��,� ��F,��S.� KEYNOTES Z � ONL■ � �. ��SYYe0L5 TO BE WHITE ��L � 1B.DOSTED IY4EDIATELV I�WIGEM TO � ��I� � a+�aucKewee�accRouro LICENSEPUITESISSUED 4 NIDV1518LEFROMf�jAOCESSIBLE � W � � FORPERSONSNATH stu�aesa�. � utwaoor�rea�te,nv .-� ` O ' 7. SiQ1TOBECENTEREDATTFf WSABIUTIESVYILLBETOWE � O / MTERqRENDOFPMKINGSPACE AWAYATONMERSEXPENSE P. THERq1FNWBQtIXt�ODRE55 z �µ� J � � o�� . CORNENS OF SIQ�I TO BE MdUSED �N RwEQ��14��DP0 D INSTI�ff� � � � ��N� TOYVED VEHICLES 1 FXISTNG MONINENT SIGN � AIAY BE RECUIMED AT �T��`T��T�� '^ U NlDISAPERMNENfPMiOFTff DOSTINGCONCNETEWFLK L V� v� INEERT ADDREiE y� � � _� A�� INER 7ELEWIONENU BER �- y wu�woFrrci�xicis� s aaoaotnurE a O C gpnpy p�y�: a NEW PMKING LOT FIXIURES 3 O �"" NRENSIGNISLOCATEOINAPAiHOF � � N TMyEI,gpnpy pF yGN SFiRL�BE A 7 NEW PMKING LOT STFWMIG,TYV. z � [1 MNNMUY OF Qd'�1BOVE THE WMJ(ING SURFACE. 6 EXISTINGTMSXC011PPGTOR ACCESSI�Po(ING NCCESSI�ARNING WNENIOCAiH1MAUNDSCAPEMEA UNW�EW0.E � !_ U SPACE qENTIFIGTtON SPhCE IDENTIFlGiI(M! OR ON�WALLAT T/E END OF T!E WMrNNG SIGN 9 E%IS71NG CONCREIE PUBLIC SIDEWhII( SVALE.THE BOTTOAI OF SNiN SIULL BE �T 3fl ABOVE ADY�CENi GRADE 10 NEW�C PAVING » KxESSi&EPATHOFTRAVELSHOWNQISHED 12 E%ISIINGTIUNSFORMER ACCESSIBLE PARKING SIGNAGE 8�UNAUTHORIZED VEHICLE SIGNAGE " `�`�W"`� 11 „ ��PAfdcxlGSTAlLSSEEDETYA101 SCN.E� 11?�1'4 BWIDECONCRETECURBATEACHSIUEOGFWIP i��W�K��P�1��. �E. SEEDE7NL171-FORCURBMWCONFIGINGTI0N5/iLONGPATHOFTRAVEI PARKINGCOMPLIANCENO7E5 � FROM TOP OF RAM7 TO BOTTOM EDCf OF RMIP �DEEP WITM 8X8%WWM�INfERE�M TNE CENTERLINE OF THE SYMBOL SNPLI �TE WkKWAY,YIN.f WIDE I.WlEN NOCU28Ofl BARRIER IS 7ROVIDEO,A SLIBOYERCONCPETEFlLL,W1IHB'TURM qE0.WJtlMWOFB'FROMTHE �ESS�BLEP�KM1GSNiN5EE1V- MM1fEISTOPISREOUIREDWW6IWILL DATE DESCRIPiION ECT/iBLE WARNING SINIFACE AT TNE LOYYER DUMN AT SIDES N�IDAQMIC6lT TO 7-0'OF THE RAM7.FULL YYID7H OF RAMP:SEE lY P��M.. CENfERLM1E OF TFE PARNING SPACE. /'�0'X f0 W!.LEVEL WaING:1:IE WUL PREVEM ENCRQ4CHMENT OF CMS OJER OE.09.Y106 Henrwq Sud�Aul � y RAMPS SHAILlMVE A W%IMUM RUfNING �i'S SIDES PARAL1Fl TO THE LENGTH OG CFtOSS SLOPE:RUSHMAiH DRNE W�LNW�YS. 08.12.E118 ConpNtYan Daunenh � �� SLOPE Of 1:I21N THE DNtECTION Of THE STALL MA ITS LOWER OORFER AT, pE7ECiABIE WMNNlG SURFACE;SEE 2 WIEELCFWR USERS MUST NOT BE fqiCED OA SINGIERAM�STRAIGHTSIDES THIWELOFTFESIOEYYKI(ANDMiWMUA OHNlO�NERSIDEPIIGNEDMATH,THEEND p��y_ TOOOBEHNDVARNEDGFSOTHEPTWW CHO55 SLOPE OF i:M. OF THE PMpNG STALL(CBC � TXEIR OWN. WHEREPIINTtt1GMEAAD1q16qAMp 7.WRByJIPSSX�L�HAVE��EYE� 118502.81.1) E'CaNLRE7EMMEELSIOP WlpNGiVOBLENOEDTRANSITqNAT 7WIDEONOONIILSTPoPMIG,MMiEORBWE - 3.JILLW�lKSNlOPMKINGSPACE551NLL '� IMVEAMA%IMUMCROSSSIOPEOF1:�e. /� TMERED SIDES:SLOVE 1:10 MF%IMUM THE TOP NIO I1ND B�SE Oi TFf RAMP tfl' ��: i � � 7WIDE8lUESTRIPING�T � >..� WNpN1MINTFEDWECTIONOFTMVEI PEPoMETEROF�CCESSNSIE l PEOES7P4WWAYSWHILFIME�CCE551&E MID TIE WIDTH OF THE QN7B IUMP. TO PERSONS NATH qS1&11T1E5 SW1LL BE �ti; ETECTABLE WMNING SUI6ACE AT THE IOWER NCCESSIBLE PARKMIG SYMBOl38'S0.SEE N- ' T-0'OFTHERAMP.FULLN7DTNOFRAMP:SEE'D' �&ENOEDiWW51TqN55H�llHAVE� pIMSYMBOL WITMIWOOOATSHFAW � �NOYI�EDFRqAEACHACCESSIeIESPACE � � � RUNHINGSIOPENOTSTEEPER7WNt:10 17HM.YIWHITELETTERMGNACCESSNSIE TOREUTEDFAQl1tIE5. ��i� 5 UEIECTABLEW�RNINGSURFACESSf1l�LL 0 DUfYwHITETW�FFICPAINT � BE WTEGRALLY COIORED.ON RIIAIP }' S1(71 TYPE B �,�,c SIf)r TYPE M SK?1 TYPE O N P� D SI S $URFACE,THE COIOft SFMLL PRONDE A (J � 7 7 � ��L � � WIEftEWAU(INGSURF�CEAD.qINSRAMP �KINGSU�ACE�S DE EC7RD.NCENT .a. i `.. BACKGROUND TO BE TWO W�1TS FE�W N -� ,-. .- 8 WIAlnNG SURFrKF AT IANDINGS SH�LL � � G WIDE CONCRE7E CUfffi AT BACK SIDE, DUTY&UE TRAFFIC PAIN7 BEOSHAYELLOW.WAHNNJGSUt3ACE �" ' &, �� .. TOP OF R�MP TO TOP OF RAMP $FULL DIFFER FRON ADJqMNG SURFACES S �� j y+ �� j s � EfECTABIE WARNING$URF�CE AT THE UlDM1G; � ; a . Y � � �. �' vwi ...., ,�� IN RESILIENCY Oii SO�ND�ON�CNE i. .'� b ;._.: <...:i e L..':.; 7-0'DEEPXFUlLNnOTHOfUNDINGRD,NCENTiO e �� ' -y ANNG.SEE9'FORWYEPATTERN �7�. 0./5'-0.4T . � ' �. .� . y 47D'-tA0' �TTOP �� :�.. �.� ;� ¢y • � O555 ��• �}r�b � 7-0' � .17MIN. � CMIN. V WN. WN. 8NMl. 9MIN. NN� � `�.... ry�.� . f t 0.90'-0.97 � W�E CONCRETE LURB AT FRONT SIDE OF ••• AT B/�SE O STRNNG FOR VAN O SiFtIPING FOR STMlOARD OSTRIPING FCH SINCiE STANMRD � RAMP FFtOM TOP OF RNAP TO BOTTpA EDGE � ��TM�'M�E ILCESS�B�E P�3U(ING ACCE551&E PNMMIC ACCES51&E PAPo(ING SITE PUN AND DETAILS OC PARALLELRAMP ��P DO�ECTABIEWARNINGSURFACE v��s��N�i�T�0t��4�Y1PO'IN9DE � 7q�Nf'ATED DOME PATTERN SW1Ll BE F ��yRE IN THE pRECTION OF TRAVEI ACf�55AI51F FOR VAN AOCESSIBLE PMKING SFNLL BE ON 7ASSEMGER SIDE ffi �Z CURB RAMP CONFIGURATION $ ACCESSIBILITY PARKING SYMBOL 4 ACCESSIBLE PARKING SPACES A1.O� a SCALE: N.TS SCALE' N.TS. $C�LE: 1116'=1'-0' � � PROJECT N0: 164141 � �EGEN� PROPOSED EX9STING KIER&WRIGHT ST,4IVDARD fVOTES S�TE ACCE$SD�ILOTV NOI�ES L.00�,T90iV MAP PROPERTY LINE oa�= �• GENERAL: 1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS IN THE SOIL AND FOUNDATION 1. ALL SITE WORK SHALL BE IN CONFORMANCE WITH TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE, STEVEN'S CREEK BLVD. INVESTIGATION PREPARED FOR THIS SITE BY XXXXXXX. THE AMERICqNS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES ADAAG THE 2013 CAUFORNIA ADJACENT PROPERTY LINE �" � �� 2, THE ORGANIC MATERIAL COVERING THE SITE SHALL BE STRIPPED AND STOCKPILED.THE STRIPPINGS SHALL BE BUILD�NG CODE AND ANY LOCAL OR STATE AMENDMENTS THEREOF. MONUMENT LINE '-''"-'-''- USEDTO BACKFILL ALL LANDSCAPE PLANTERS AND ROUGH GRADE MOUND AREAS,AS SHOWN ON LANDSCAPE STEVEN'S CREEKBLVO. NON-ACCE55 J-_� � � i I i i i t DRAWINGS,TO WITHIN 0.1'OF GRADFS SHOWN.EXCESS STRIPPINGS AND EXCAVATED MATERIAL SHALL BE 2, ALL PEDESTRIAN SURFACES SHALL BE STABLE,FIRM,AND SLIP RESISTANT.SURFACES WITH A SLOPE OF REMOVED FROM THE SITE BY THE GRADING CONTRACTOR. LESS THAN fi%'SLOPE SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED APPROX.FLOOD ZONE BOUNDARY '"`°" """ µ "' ."='°"°"� 3. ADJUSTMENTS TO BUILDMG PAD ELEVATIONS OR PARKING LOT GRADES TO ACHIEVE EARTHWORK BALANCE FINISH.SURFACES WITH GREATER THAN A 6%SLOPE SHALL BE SLIP RESISTANT. EASEMENT _ _ _ SHALL BE MADE ONLY WITH APPROVAL OF THE ENCINEER. � �q��u�y�y��,,, 3. A LEVEL AREq IS DEFINED AS A SPECIFIED SURFACE THAT DOES NOT HAVE A SLOPE IN ANY DIRECTION ;h��t�� /�"� � BUILDING LINE WITH DOOR `• "* `� '�`- '� '� `+ 4. COMPACiION TO BE DEfERMINED USING ASTM D7 557-LATEST EDITION. EXCEEDING 1:50(2%SLOPE).SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES za yr��t��3�c,��n�� A � 5. THE TYPES,LOCATIONS,SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1:50(2%SLOPE)IN ANY DIRECTION. f4��y�n,�f�,+;��y,w D BUILDING OVERHANG """""""""""""'•• IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY.THE CONTRACTOR IS ;5"� {�� 4�� WALKSANDSIDEWqLKS: �"�{{��tl ��i�� CAUTIONED THAT ONLY ACTUAL IXCAVATION WILL REVEAL THE TYPES,EXTENT,SIZES,LOCATIONS AND , �*3�a�� f f v FOUND MONUMENT AS NOTED "�! DEPTHS OF SUCH UNDERGROUND UTILITIES.(A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND "a F�V��,�s�'�°yw�� 3 �s aNrv?„�y;p".✓at/; � DELINEATE ALL KNOWN UNDERGROUND UTILITIESJ HOWEVER,THE ENGINEER CAN ASSUME NO RESPONSIBILITY F a�t�3,�x f, s k; FOUND IRON PIPE OR AS NOTED � g�ENCOUNTERED UT WH C A ENOT�HOWN ON THESE�DRAWIN SH UNDERGROUND UTILITIES WHICH MAY 4� BYTHLE PUBLICNA S DEWALK S DE�FINED AS A'SURFACED PEDE TRIAN WAY CON IGUOUS TO A STREET ��j��k,;(,Fsy��.�y��yr�a r �r a"v/M1��i'r��3'�� LIGHT USEDBYTHEPUBLIG 'r;��}F�£r,��r��y��,y��ii 6. CONTRACTOR TO VERIFY ALL IXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER ,��y��'f�� '�ro/N a STREEf LIGHT j CONSTRUCTION PRIOR TO ANY SITE WORK.ALL WORK FOR STORM AND SANITARY INSTALLATION SHALL BEGIN ��k n�,,zk�'h�F��ti�s�i ` AT THE DOWNSTREAM CONNECTION POINT.THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE 5. WALKS AND SIDEWALKS SHALL HAVE A CROSS SLOPE THAT DOES NOT EXCEED 1:50(2%SLOPE).THE ��f��rr �"n� TRAFFICSIGNALARM POST BRENDACOURT +.,+t,�s<,N�r��,<�� / ' ''� MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE.IF THE CONTRACTOR FAILS TO BEGIN AT THE SLOPE IN THE.DIRECTION OF TRAVEL SHALL 6E LESS THAN 1:20(5%SLOPE),UNLESS OTHERWISE �� DOWNSTREAM CONNECTION POINT AND WORKS UPSTREAM,HE SHALL PROCEED AT HIS OWN RISK AND BE INDICATED AND SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY TRANSFORMER ��,;� RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY. ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. FIRE HYDRANT �%„ 7. SHOULD DISCREPANQES EXIST BEfWEEN THE ACTUAL ELEVATIONS AND LOCATIONS Of EXISTING UTILITY CONNECTIONS AND THOSE AS SHOWN ON THESE PLANS,THE CONTRACTOR SHALL NOTIFY KIER&WRIGHT 6: WALKS SHALI BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR e � �+ � � � STORM DRAIN MANHOLE O i7 CIVIL ENGINEERS AND SURVEYORS,INC:;AT(408)727-6665 BEFORE ADJUSTING UTILI7Y DESIGN. GATE THAT SWINGS TOWARD THE WALK,AND NOT LESS THAN 481NCHES WIDE BY 44 INCHES DEEP AT A �� MANHOLE i::) 8. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UTILITY AND SEWER LINES WHERE THEY ARE TO BE �OOR OR GATE THAT SWINGS AWAY FROM THE WALK.SUCH WALKS SHALL EXTEND 241NCHES TO THE CROSSED ABOVE OR BELOW BY THE NEW FACILITY BEING CONSiRUCTED IN ORDER TO VERIFY THE GRADE AND SIDE OF TNE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. ARCHITECTURAL TECHNOLOGIES CLEAN OUT � TO ASSURE THAT THERE IS SUFFIQENT CLEARANCE.IF THE CONTRACTOR REQUIRES ASSISTANCE HE SHALL WW W.2CCtEC111GC0111 �ALL KIER&WRIGHT CIVIL ENGINEERS AND SURVEYORS,INC.AT 408/727-6665 AND REQUEST A SURVEY CURB RAMPS GAS MEfER �'�> CREW TO MAKE THE DETERMINATION.PIPE SHALL NOT BE STRUNG NOR TRENCHING COMMENCED UNTIL ALL AfIZ0118 CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE.IF THE CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, 2960 East Northem Avenue,Buitding C VALVE �z HE WILL BE SOLELY RESPONSIBLE FOR ANY IXTRA WORK OR MATERIAL REQUIRED IF MODIFICATIONS TO THE 7• A CURB RAMP IS DEFINED AS A SLOPING PEDESTRIAN WAY,INTENDED FOR PEDESTRIAN TRAFFIC,WHICH ��L S H EET 6(V D EX Phaenix,Arizana&5028 DESIGN ARE NECESSARY. PROVIDES ACCESS BETWEEN A WALK OR SIDEWALK AND A SURFACE LOCATED ABOVE OR BELOW AN CATCH BASIN/DROP INLET � �'i�' ADJACENT CURB FACE,AS DIFFERENTIATED FROM A RAMP. P 602.953.2355 F 602.953.2988 9. THE CONTRACTOR SHALL SET HIS STRING OR WIRE THROUGH AT LEAST THREE GRADE STAKES TO VERIFY THE Cd�1f0(Illd WATER MEfER I�j`� GRADE.IF THE STAKES DO NOT PRODUCE A UNIFORM GRADE,NOTIFY THE ENGINEER IMMEDIATELY AND HAVE ( , �o a o o a�a THE GRADES CHECKED PRIOR TO TRENCHING. 8. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE WITH A SLOPE NOT EXCEEDING 1:12 6.33%SLOPE. 99 Almaden Boulevard,Suite 840 PUMP � TRANSITIONS FROM RAMPS TO WALKS,GU7"fERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT San Jose,Califomia 95113 10.STORM DRAIN PIPES DESIGNATED AS"SD FROM 4"TO 24"IN DIAMEfER SHALL BE SDR-35 P.V.C.(HANCOR CHANGE.MAXIMUM SLOPES OF AN ADJOINING GUTTER,ROAD SURFACE IMMEDIATELY ADJACENT TO THE �= P 408.496.0676 F 408.496.1121 FIRE DEPARTMENT CONNECrION p;� SURE-LOK Wf PIPE OR APPROVED EQUAL),CLASS HDPE SMOOTH INTERIOR PIPE PER ASTM D3212(HANCOR CURB RAMP,OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 5%SLOPE WITHIN 4 FEET OF THE TOP AND � ��",�°'�°�O' '��„�,�9` SURE-LOK WT PIPE OR APPROVED EQUAL)OR DUCTILE IRON PIPE(D.I.PJ,IF SPECIFIED ON PLANS.NO MATERIAL � � BACK FLOW PREVENTER �-� SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE.ANY PIPES LARGER THAN 24'IN DIAMEfER SHALL BOTIOM OF THE CURB RAMP.THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT a- �m��"�^�^�^�� BE CLASSIiI REINFORCED CONCRETE PIPE(R.C.PJ.H�PE AND P.V.C.PIPE SHALL ONLY BE USED WHEN THE � � '�AflO��qn1be�9v`�ootl°"" EXCEED 1:10(90%SLOPE). � �� o� arnma.�a?m+n+++aw��+�mat+�m+ POST INDICATOR VALVE o- MANUFACfURER REGOMMENDATION REQUIREMENTS ARE MEf.PIPE MADE OF ANY OTHER MATERIAL MAY BE w �o o s�b�mar��mr+vme+w�^b�na�T�ac� � USED ONLY AFTER APPROVAL OFTHE ENGINEER. � w wa� ��! ��' AUTOMATIC SPRINKLER RISER �%k 9. A LEVEL LANDING 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS � � �,. �� ,��n,,,��, 1 t.ALL UTILITY STRUCTURES INCLUDING,BUT NOT LIMITED TO MANHOLES,CATCH BASINS,WATER VALVES,FIRE FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE,OR THE SLOPE OF THE FANNED OR z � o o ��^��^�� HYDRANTS,TELEPHONE AND ELECTRIC VAULTS AND PULL BOXES THAT LIE WITHIN ARFAS EfFECTED BY WORK " �� pO�1h•aitli°""tl°"°�"`�°'"°d�'"'tl�'R UTILIIY BOX(SIZE VARIES) FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1:12(8.33%SLOPE). w rii w w �w mr�eaoaa�x+mada�mmcabc��n `"""" ON THIS PROJECT SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR OR THE RESPECTIVE UTILITY w w �� r.�mnnumaa�m+moamnra�acia SIGN • � COMPANY.THE CONTRACTOR IS RESPONSIBLE TO,AFFECT COORDINATION. � � �o �o ��py�� 10: TRANSITIONS FROM RAMPS AND LANDING TO WALKS,GUTTERS OR STREETS SHALL BE FLUSH AND FREE ��m�� BOLLARD = 72.ALL AREAS TO BE GRADED AT 7%MINIMUM FOR DRAINAGE EXCEPT ALONG FLOWLINE OF CURB AND GUTTER OF ABRUPT CHANGES. C1.0 COVERSNEEf � e o�brrnicr�mnv� �„ OR VALLEY GUTTER,AS SHOWN. � ��3 TREE W/SIZE AND ELEVATION ��;�,,�7 11. MAXIMUM SLOPES OF ADJOINING GUTTERS,THE ROAD SURFACE IMMEDIATELY A�JACENT TO THE CURB C2A TOP06RAPHIC SURVEY � � ��- 1 3.CONTRACTOR SHALL GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN. SPOT ELEVATION •��'��=�'- RAMP,OR ACCESSIBLE ROUTES SHALL NOT EXCEED 5 PERCENT WITHIN 4'-0"OF THE TOP AND BOTTOM OF C3.0 GRADING,DRAINAGE,&UTILITY PLAN � � In Associalionwiih: � 14.PROPOSED SPOT GRADES(ELEVATIONS)SHOWN HEREON ARE FINISHED PAVEMENT GRADES,NOT TOP OF CURB THE CURB RAMP. C4.0 PAVEMENT PLAN � e OVERLAND RELEASE GRADES,UNLE55 NOTED OTHERWISE. AC PAVEMENT � 15.ESTIMATED EARTHWORK QUANTITIES:EARTHWORK QUANTITIES SHOWN(IF ANY),OR OTNERWISE SUPPLIED BY �Z• THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND 8" C5A STORMWATER MANAGEMENT PLAN � � KIER&WRIGHT,ARE APPROXIMATE ONLY AND SHOWN fOR THE PURPOSES OF CALCULATING GRADING PERMIT FROM THE GUTfER FLOWLINE. KIER H�WRIGHT AERIAL SPOT ELEVATION r,�, FEES.KIER&WRIGHT ASSUMES NO LIABILI7Y FOR THE ACCURACY OF THESE UANTITIES. C6.0 EROSION CONTROL PLAN � � ,<......� Q �� GIVIL ENGINEERS&SURVEYORS,INC. 13. ACCESSIBLE RAMPS SHALL HAVE A 12"WIDE BORDER WITH 1/4"GROOVES APPROXIMATELY 3/4"O.C.,SEE 33505<att Boulevard,Bullding 22 (408)]Z]6fi65 CONTOUR -------_ ---- 16.WHEN A GRADING PERMIT IS ISSUED ON THIS PROJECT THE AGENCY APPROVAL APPLIES ONLY TO GRADING. GROOVING DETAIL THE SURFACE OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE s��ao�a,c�uro��ia�sosn fax(4oe)]n 5491 -_.'_ __.._,._- - THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL OTHER NECESSARY PERMITS TO ACCOMPLISH PROPOSED INDEX CONTOUR SITE WORK.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR OBTAIN ALl NECESSARY UNDERGROUND TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. ""'' 15" �'"�� PERMITS BEFORE ROt1GH GRADING THE SITE,AS REVISIONS TO UNDERGROUND FACILITIES MANDATED BY PLAN CURB ---..-....-...--.-.-_-:_:-_::.-:..,_.:;::,-_.-.:.-:.-.= CHECKING AGENCIES MAY SUBSTANTIALLY EFFECi'GRADING INCLUDING FINISHED FLOOR ELEVATIONS. 14. IF LOCATED ON A CURVE,THE SIDES OF THE RAMP NEED NOT BE PARALLEL,BUT THE MINIMUM WIDTH OF CURB&GUTTER =_ °-- 17•THE CONTRACTOR SHALL VERIFY THE CONTENTS AND THICKNESSES Of THE BUILDING SLAB SECTION pE: THE RAMP SHALL BE 4'-0". ..__ ---------- --- - CONCRETE,SAND,ROCK)WITH THE STRUCTURAL PLANS AND THE ELEVATIONS SHOWN HEREON PRIOR TO CONCREfE -- -- -- COMMENCEMENT OF GRADING OPERATIONS. 15. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND MIN. " DEPTH OF THE RAMP.DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN FENCE _F- x z 18•ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE O.S.H.A.REGULATIONS. AND CALIFORNIA BUILDING CODE.DIMENSIONS AND PLACEMENT OF DOMES SHALL COMPLY WITH THE EDGE OF PAVEMENT ___._,___.______......__. 19•CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION MOST CURRENT CALIFORNIA BUILDING CODE REQUIREMENTS,AS MANDATED BY THE LOCAL � � PRACTICES,CONSTRUCTION CONTRACfOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE JURISDICATION. � �t RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROIECT, SINGLE TREE ��..�� INGLUDING SAFEfY OF ALL PERSONS AND PftOPERTY•THAT THIS REQUIREMENT SHALL BE MADE TO APPLY � . TREES AND BRUSH �:%v`�,��v-•+��v�v'r-•+^��,^�� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL VJORKING HOURS,AND CONSTRUCfION CONTRACfOR 16. UTILITY PULL BOXES,MANHOLES,VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES � � FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL OF THE CURB RAMP SHOULD BE RELOCATED OR ADJUSTED TO GRADE BY PRIOR TO,OR IN CONJUNCTION SANITARY SEWER LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, WITH,CURB RAMP CONSTRUCTION. ---"------'--"------ EXCEPTING LIABILI7Y ARISING FROM THE SOLE NEGLIGENCE.OF DESIGN PROFESSIONAL. ,,. STORM DRAIN ---------'-�- - ----- ZD.WHERE OFF-SITE DRIVEWAY APPROACHES ARE TO BE CONSTRUCTED THE ON-SITE DRIVEWAY SHALL NOT BE �MPS: B EfV C H MA RK I iV FO RM,4TI O N CONSTRUCTED UNTIL THE OFF-SITE IMPROVEMENTS ARE INSTALLED.THE ON-SITE DRIVEWAY SHALL WATER -- �r-- - CONFORM TO THE COMPLETED OFf-SITE DRIVEV✓AY. SANTA CLARA VALLEY WATER DISTRICT BMI 35;BRASS DISK IS A RESEf,LOCATED±14 FEET BEHIND THE 17. A RAMP IS DEFINED AS A WALKING SURFACE WHICH HAS A RUNNING SLOPE GREATER THAN 1:20(5% NORTHERLY CORNER OF THE SOUTHWESTERLY HEADWALL(STEVENS CREEK BOULEVARD AND CALABAZAS CREEK), � GAS - ' z�.ALL PIPES SHALL HAVE A MINIMUM COVER OF 3'FROM FINISH GRADE UNLESS OTHERWISE SPEQFIED ON THE SLOPE)INTENDED FOR 2EDESTRIAN TRAFFIC AND AS DIFFERENTIATED FROM A CURB RAMP.ANY ALONG THE WESTERN BRICK EDGE,-4.5 FEEi ABOVE THE SIDEWALK PAVEMENT.CI7Y OF CUPERTINO. UNDERGROUND ELECTRIC �_ .-.-. P�NS ACCESSIBLE ROUTE OF TRAVEL SHALL 8E CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 120(5% ELEVATION:19239' WAVD88 DATUM) SLOPE). TELEPHONE ............ . ._ 16. RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48 INCHES,UNLESS REQUIRED TO BE WIDER BY SOME FIBER OPTIC CABLE ----- �:` - OTHER PROVISION OF THE CODES IN EFFECT.THE MAXIMUM SLOPE OF A RAMP SHALL BE 1:12(8.33% SLOPE).THE MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHES.THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50(2%SLOPE). 19. LEVEL RAMP LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP.INTERMEDIATE �$' LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30 INCHES OF VERTICAL RISE AN�AT � � EACH CHANGE OF DIRECTION.LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM y_, O f-i B 4�REV I/-1TI O I d S HORIZONTAL DISTANCE OF EACH RAMP.TOP LANDINGS SHALL BE NOT LESS THAN 60 INCHES WIDE AND Q � APPLICABLE CO DES SHALL HAVE A LENGTH OF NOT LESS THAN 60 INCHES IN THE DIRECTION OF RAMP RUN.LANDINGS AT AC ASPHALTIC CONCREfE N NORTH THE BOTTOM OF RAMPS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN V � � � 2013 CALIFORNIA BUILDING CODE 721NCHES. � U AP ACCESSIBLE PARKING PCC PORTLAND CONCRETE CEMENT o 2013 CALIFORNIA PLUMBING CODE BU BUBBLER PG&E PAQFIC GAS&ELECTRIC = 2013 CALIFORNIA ELECTRICAL CODE �Q BW BACK OF WALK PIV POST INDICATOR VALVE = 2013 T TLE04NIA FIRE CODE LAiV DSCAPE/I Rftl GAl"f OiV NOTES � � � CAN CABLE TELEVISION PV PAVEMENT � ALL LOCAL&STATE AMENDMENTS t. THE EXISTING GROUND COVER THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IN KIND TO � � CB CATCH BASIN QTY QUALITY THE SATISFACT�ON OF APPLE INC. � � � COL COLUMN RIM RIM ELEVATION � � � COMM COMMUNICATION RWL RAIN WATER LEADER 2. THE EXISTING IRRIGATION SYSTEM SHALL BE MODIFIED TO ELIMINATE SPRAY ONTO THE NEW SIDEWALK � � Di DROP INLEI" S SOUTH AND DECK AREAS. � � U E EAST SD STORM DRAW 3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EVALUATE THE EXISTING CONDITIONS AND EB ELECTRIC BOX SLB STREET LIGHT BOX DETERMINE NECESSARY LANDSCAPE&IRRIGATION MODIFICATIONS.THESE MODIFICATION SHALL BE EV ELECTRIC VAULT 55 SANITARY.SEWER PRESENTED TO APPLE INC.,MARIA MOULES(OFFICE:408-974-0496,CELL:408-595-2839)PRIOR TO START OF DATE DESCRIPTION � EW EDGE OF WALK .SSCO SANITARY SEVJER CLFAN OUT � CONSTRUCTION. 05.18.16 PLANNING DEPT.SUBMITfAL EX EXISTING SSMH SAN�TARY SEWER MANHOLE 09.28.16 PLANNING DEPT.RESUBMITTAL FF FINISH FLOOR 5/W SIDEWALK 4. A�L MODIFICATIONS SHALL BE DONE TO THE SATISFACTION OF APPLE INC.,CONTACT:PAUL CEBROWSKi, � O&M LANDSCAPING SUPERVISOR,4D8-974-6689. p FOB FIBER OPTIC BOX TB TELEPHONE BOX ' 3 GRN GROUND TC TOP OF CURB 4 HC HANDICAP TD TRENCH DRAIN 5 INV INVERT ELEVATION T56 TRAFFIC SIGNAL BOX � 6 L/S LANDSCAPE UB UTILITY BOX LIP LIP OF GUTTER UP UTILI7Y POLE � /� `� ��y�yy� f (M"I) MULTI TRUNK W WEST v k a ��'�'�s!�,..��r�"S�, `a� "� ,,/ `p om-��0�p e �-r x�r � .�,�� . ,�� , �i�t k�&f�.�_ s,�,.,... . MIN MINIMUM WB WATER BOX �n,� y��^�y� "�1 � p a �y �'io�od- G-��l��.C'��'�B'� ��t!('�E$��'�sU , � �� ,�..�� / COVER Kreaw what� ��F> �-' r.`�� S H E ET _. -� �� 1'before�audig. �.�� s,-�5�-� � �_t� � ' �..''y �'k�'4� '�;1 � . 4�''>, .�.c a�� C� � �w ' c::z:a�.r:..._"-• ---�'. �-..:wv.....�a:-.x-:=.�...c.._�:,.::.,-�.rA�-,��.-coa.ti::�:a ..._ � - . . . .. F:�3,�r� ;��:i� .. . . . ' . � � 0 PROJECT N0: 164141 ABBREVIATIONS LEGEND AC ASPHALTIC CONCREfE _. ;��ar�MN r -U_ _.... I — _ — —. . —.— - - — -...._- � --.r.—•- ._ ar AP ACCESSIBLE PARKING PROPERTY LINE �M �.�.�.�•�•r•—•—•�.-•—• — •—'—''� —' ' ' � � �� BW BACK OF WALK ADJACENT PROPERTY LINE � � Y 5\� ,, l \ � - CAN CABLE TELEVISION _,�,_,_ � ,.,,, --.., _.. Y..-._,_.,�,.Y-,, ,_, _, .,,_.,.._ -.� ,,.., ,,,, ,,. �.�.. „,� . MONUMENTLINE ,.,,. ., .. r Fri_, .,.., ., . .r , .,...... CB CATCH BASIN _ , , NON ACCESS � � � � L� � � � � � � COL COLUMN • , .,�..,, "e., r i C', r' > ,�a ,. i _ . i . ' . � �,>4�� . , . ,..�..�.,.. -�. . .,..�-, ��-,...,...( ___ ; j ' : =A � e . .. %.�,., ., ... . , COMM COMMUNICATION APPROX.FLOOD ZONE BOUNOARY -- i `--. , ., - .,.._r-.r * ... OI DROP INLET � _ _ � _ _ _ �`b r:, � ; , E �T �EMENT STEVENS�CREEK-B��/D. EB ELECTRIC BOX BUILDING LINE WITH DOOR � � ' ` i O EV ELECTRIC VAULT BUILDING OVERHANG •••••••••••••• � w nu�K .� . -� ��N. ............ I , �N Mt]f M' ,... EW EDGE OF WALK FOUND MONUMENT AS NOTED � � --:. ..... -�O" 0 4 -' � Ff FINISH FLOOR � .,,., . .-„ r,,,,.. --. e .__.....-- - ..---- -- ......_, r..;, ._...� ,,�,;�,s. FOB FIBER OPTIC BOX FOUND IRON PIPE OR AS NOTED � -�` � � . GRN GROUND LIGHT �3y.� �_�.:-�{- r r ._�- __...� �� HC HANDICAP STREET LIGHT o--1 7 = ____ _ -- - - -. _.__. ._.._ _ ___ _, v�-�+-.�-►, _ - _. . . . ��-._. �.�......... ;.r -._. ._"__.i.'�.__..__ .:.,__...... ........._ _ ...__.__. �,_.,.__�.. ....._ . .� W .. ..T.. iNV INVERT ELEVATION rr TRAFFIC SIGNAL ARM/POST 9.-9 """-"�� L/S LANDSCAPE ' [ � t .._�_.. � � � E LIP LIP OF GUTTER TRANSFORMER � � ; ;�� ..�.�'-'"" ,� i • ar�-- ---- ---- ' (Mn MULTI TRUNK �.,.. N NORTH FIRE HYDRANT A J r h11rp .'t+n....ti�,, i. ' ,vc x,:> <z,'i t ::s w . 2',� E��. r __� 27 PG&E PACIFIC GAS&ELECTRIC STORM DRAIN MANHOLE OO � ' ' {� I ._.'-_' { � `` � � R C T E -- , ;:�, / � � ;. ` , � . . A C PIV POST INDICATOR VALVE ! > � � ,,�,;� ' - '(J699 R 738� � ` MANHOLE Q y a , � h s a>, , PGBE ESMT PV PAVEMENT "�-� � � i �� c�33a oRa3s> ��. ARCHITECTURAL TECHNOLOGIES RIM RIM ELEVATION CLEAN OUT o �' � � ,� �� ,{ PAC BELL S (' � � ° �1 OR �r' www. ecinc.com RWL RAIN WATER LEADER GAS EETER io , fl. ,>s , + � �Q, � <.-,J469 890) � '' Arizona � t., v. ', �iid �� i"-t. __, , -- � -- — Phom Y e5028 � 5 SOUTH y = � ... � SD STORM ORAIN CATCH BASIN/DROP INLET �• � � �; .• , ,-,.. ,. ,�� '_ �-.._� . ,<.`""f-_._ � � � r �+, P 6QL.95. .9531980 ^� 2355� SLB STREET LIGHT BOX , �-.._, r , SS SANRARY SEWER WATER METER � �-��r+ � , ti ,; - y;. ,� ,'� O�It , ; ` .: SSCO SANITARY SEWER CLEAN OUT '; �'��! "',-^�-^T �� ' ' ` ..•� WIIf N ld iu FIRE DEPARTMENT CONNECTION ^ �w NY1 r ,; r' <:" ; � � w� Sen,bfe,Gdlfomis 95713 S S M H S A N I T A R Y S E W E R M A N H O L E ' P 106I%0676 F�06�%17 TB TELEPHONE BOX BACK FLOW PREVENTER » ;,., �s ,;:�i�: ,,-.-�,,,,.,,,�,,.,;,„,,�,,;;, ,,,�,�, ,.,,;; , ,, ,, � �� ., ' � ��w�r�'r'��r TC TOP Of CURB POST INDICATOR VALVE av --" � � � { — i i,:�. �/�r�Y�w •�rwe TD TRENCH DRAIN L �• ..� ; ��, 6��wr�rr��wr AUTOMATIC SPRINKLER RISER e ,� �t `/ � w��' ' ��~��~ TSB TRAFFIC SICNAL BOX �� F f'� OO ~�`�'�""""'��'�'r�� UB UTILITY 80X UTILfTY BOX(SIZE VARIES) Q ;, ' ' I �_-,L ', wrss ie�s~i,�.rri wr'i�~y~��» , � ".,:/� YI��1bY •�I�rIKKi�i uP unuTr vo�e sicN = �y�� W WEST � �c-- � � aP w�w��ii�.'nir�rr�.�. BOLU►RD • ;i �+wr�rr�i�wr�iw~ewe WB WATER BOX ,�. % ; .rrr.r.r��ii��w.rw TREE W/SIZE AND ELEVATION ,»�S ��wN w��rww SPOT ELEVATION � , , ,,,,,, �� •w O G+W�-NC18'.IL 1D AERIAL SPOT ELEVATION �'� dP InAswdeUonwMh: CONTOUR " ' � O iN�oc corrrouR �S KIER&WRIGHT CURB aP •� �<- �CIVIL ENGINEERS 6 SURVEYORS,INC. CUR66GUlTER . �nsox��wiw..a,wrewq:: ��oq�z�ssss s.�„er...e,r�u.vsos� eu aon r:�sui CONCREfE [--------] �� TOTAL SITE FENCE PORTION OF LOTS 2&3 ; , ! (N M 74) EDGEOFPAVEMENT ! ��N 1.923tACRES ��OS �� SINGLE TREE � O - 7 � TREES AND BRUSH ""," ,°,•,., ;: � � SANITARY SEWER ,.-� � STORM DRAIN SD WATER w J �� m G� � 10.00'P.U.E. UNDERGROUND ELECTRIC —� �m�,�0.� � �� W TELEPHONE 7 � F�BER OPTIC CABLE —�P— .. � ` �/� . ��. � �� . � � �� T��. i�i� PaRCEL A o 8!�478 t� V �I, NOTE$ (596 M 37} � ' (� 1. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN A ��- � ' Z PRELIMINARY TITLE REPORT,PREPARED BY FIDELITY NATIONAL TITLE � � COMPANY,DATED MARCH 5,2016,ORDER NO. �'- ;,,,,; � � � �ry L > O 00078390-001-LAB-DBI.NO LIABILITY IS ASSUMED FOR MATTERS OF � � LC� RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY O O7 �+-- � � AFFECT THE TITLE LINES,OR EXCEPTIONS,OR EASEMENTS OF THE V� V � U PROPERTY. , � � 2. THE TYPES,LOCATIONS,SIZES AND/OR DEPTHS OF EXISTING � ' � ; �' .0 ^ UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHK SURVEY "' � ��. � '; ...� � � O � WERE OBTAINED FROM SOURCES OF VARYING RELIABILI'fY.THE ' , i CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL � • lO � ?r. O �C REVEAL THE TYPES,IXTENT.SI2ES,LOCATIONS AND DEPTHS OF SUCH � � ;� • ��. �,,�;;;;�. �,;,;,,, ,�,.;;,.�,,,, ,:�,,,,, -- '� '��-, %� � N UNDERGROUND UTILITIES.(A REASONABLE EFFORT HA$BEEN MADE TO -- - ; z � � LOCATE AND DELINEATE ALL UNKNOWN UNDERGROUND UTILITIESJ JJJ ! r� HOWEVER,THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE � � ,% ��. Q 1� U COMPLEfENESS OR ACCURACY OF ITS DELINEATION OF SUCH ��;,, �� UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED,BUT WHICH ` DATE DESCRIPTION ARE NOT SHOWN ON THESE DRAWINGS. �_ t,�,� �d.,.��-- - 05.16.16 PLANNING DEPT.SUBMITTAL 3. BENCHMARK: ,`�� 09.2&76 PLANNING DEPT.RESUBMITTAL LOCAT D�+/A 14 FEET BE 1 D T E NOR HER Y CORN RIOF�T ERESET, : aP , ap O ; O � SOUTHWESTERLY HEADWALL(STEVENS CREEK BOULEVARD AND .�� r� CALABAZA$CREEK),ALONG THE WESTERN BRICK EDGE,4.5 FEEf ABOVE � A �� ( �� THE SIDEWALK PAVEMENT.CITY OF CUPERTINO. � # O �� 4 ELEVATION:192.39' (NAVD88 DATUM) �� , 4. A.P.N.:369-OS-038 �� ,_��: "'��. i 5. FLOOD ZONE NOTE: �� THE SUBJECf PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANGE RATE MAP,COMMUNITY PANEL NUMBER 060339 0209 H,DATED MAY 18,2009,AS BEING � �.p�� ...._ �_ TOPOGRAPH IC � SURVEY LOCATED IN FLOOD ZONE"X" AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL � . 4O SO ':- . SO NORTH CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LE55 THAN 1 SQUARE MILE;AND AREAS OF PROTECTED LEVEES FROM 1%ANNUAL CHANCE FLOOD. � 6. BASIS OF BEARINGS: � � � � � 20 40 60 THE BEARING OF N 89'36'00"E TAKEN ON THE CENTERLINE OF C Z�O FIL D FOR RECORD ON DECEMBER OWN91N IN BOOKRNA'OFPMAPS ATAP � � � � � � � � -+� � Scale 1"=20 ft PAGE 74,SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS � ..a ,- ��.� --- " --- "_ OF ALL BEARINGS SHOWN HEREON. _ --- PROJECT NO: 164141 (S 89°37'33'4lq (393.68) '_...... ..............._ .__.......... � _. . ,� �" '-t i.ti!. .. ; t .. . . . ........... .. ....._-.:_ -- t Z'LZ ,.� , , . 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T'�., 'F '¢� ! ,r _ _ i � _i_'�, �r - - -aR�640 (J338OR439) �� ._ y3 ��' �.,P<k5S ea7 � > q9."i .. . a � _ .•f> � ;.. >, ,.. � ('.9bfi[y :i .. r�:i-�" ,/y,�.- . .:�. .��_ \ htr,*�Av Ak 0,..ti5'-,.� S f� r, �� ....�ji Y ` , I.. :. " PAC BELL � c:a � -+ PCC CURB(CLASS A) > i � �r�, - .� ,: �b�y; ' ✓�,''`s; �' zrez� ' � •Fr,3, r f s�''ti� \�---'J ��. � � -;s � 7 � �j f � T ' 7� � u„ __ .<oz.s a _y d��i�,,�L V�(J469 OR 890) ,��,i ARC GIES � ' ` � L z,� .� I i � < <S � =' ,_.z.�z..��„ �,` � ,<.� �c �s,- i, HITECTURAL TECHNO� , L�/' 3: ..� $ �� . `�:`v.. � � :;fi.4 �,,.,`.�S �� / '1.u'ie .. ,GRsli�A' ......� �# W�/'/V'/ � I � `-,":z. ., .:.� , -'� -, C011l , i : - x�,;,ti^_ =��" ,� ti sc:�. ,?',�><-cz�s zM ,✓ �,✓�,,s, . '� .arctecinc. �.. y a_ -; : ,,,, (�;�, „�r;; y% � ,,,.. _ w �� k;:-r+P��k>�� ,+ . INSTl1LL"AC PAVEMEMT i;�1. i ^+ �i / � ; <-�::<� ,�,�1��, ..� ��,v .,.�,_�.�;.., ��'' yk.��.�� ,� _\ ' ti, , x. .: ,� Arizona ,�= � ;=..; " � � 1. WEEPHOLES TO BE PLACED ON ALL VERTICAL CURB,AND CURB&GUTTER S ? -•��-*-��"� �-^"' ��,,.,_�-'� , ! � `` '!'d � '� �' ` ,"'� RE410VE INLEi&�� ' ��ON TO PlATCN EX. � : ,-..,y , ��,,.,,-.,�' �� f ze�� I�� .., � ,,, , �, ,. ,INSTALL AC PAVEMEPdt� �✓ i � ,, < i � ' 2960 East Northem Avenue,Buildin C WHEREVER lANDSCAPING SLOPES TOWARDS THE CURB. ; ��3�,,�F�� G :` ,,, � -L � � `SEC?ION TO kOATCH EX. f"�� - EPLACE WITH 12'SD e' � t 1'`-f'� (� Phoenix,Arizona 85028 g � . _... �4.x�Fs )i.9 &_• .,na««... �.w.:.�...:,�,;;,.,a,�.,,,,,:,.-.�,;.:.:, .s ^ 3-� .x,yra.� .�� ,�. r. ,h, !� J I ,-. . ,; '� ?. J _:r .. - -•^� " ,,.._A �- - _ ,• r Z �� ry� y 7 .�. �� , .'� �V ...� i d/ ';• . :. . P 60Z.453.2355 F602.953.2988 "�`'�1 �a!h it � )•`�;� ^-�....._ , , ... . -.�-' i � _..� IG Z Q � ;L r: 2. 4"CURB KEY MAY BE OMITTED WITH THE PLACEMENT OF ROOT BARRIER 1-�� rEv�a?5s c,�:'-t�? //�5 �'��'�� -�' ;ur; �� >� g - { Y'�� i�3 s ALONG THE BACK OF CURB A MINIMUM OF 24"BELOW FLOWLINE GRADE. -•`� i / p`{� a� h� 4-� E'��"'�?; ��7'`. .I V_E_ ......._�.__. ._._._. e t .,_r..' �.0 S`�(I V.v.'s`�"' '!1:tz)P.r-� - `Q��}� �( � �� , , � a_.. _ . . _._ ._._ _-- --.. r . , ,,,�' � . i ; �. � California ' � _�'2 7� •,�� .4� e.:;L:,a;:/� aML 'r � �^£�2c;� � �. h.z� - .E 99 Almaden Boulevard,Suite 840 ::;;a..; ..�- ��t �� -oxs�''', �.� `!Y rL.ry �' s� , '), � �� t.. _ ..-.------ �' „ 'N i �,p 'i�� .�� .. �2D1 � ' -,�s:1s2�� _ .... San Jose.Califomia 95113 . . "".... _i 1 16�YSy�.�� :� �z i i 7 / �� .,. \ ha.3?.k2�i�.�,1'. 3� � Z, f __� �� `� >.z : ` 7/ �, � t;vrsi. �,.t.�i. , ^, ,. P408.496.0676 F408.496.1121 �I!...... �,s�v�,� C '�:i. �... �, �,, � ; ` �p�y,�� S5 i, �. °.,i ��mYn�amn��alaw �'Cf�1�I��9C�t�lf�!/�fft�'6C,4L��9�2� 01 , ii � � i ��, '.. � ; � � a `+...�:,A;� � ��,�� r� � ` � i +, o.'�j"� ,�; �^& 'r �uxt�m�m'cm+wa�awma,rm,a om�m z �;�w;e��,�� a i�r Y I , �-,,�;..r'` ; t'-- 1 [?,� ; m�a'�im�w'nc�„mwm�mm, � INV 197.5 � . . . . . .� "Q- '-�a. � i E � �� 'a•� T;�,�.t ' �g.:c, rx�nmme mmmmmaare�rmmmm,ua'r��wc� j il !) � ,-tZn�� 1 , �� :n ��.mmenme�tmm�g�srvmm� ----- // � : -"` �^�£�C t.�� •.Y � SL4 � � . - � USE 7"LONG,#4�OWEL.DRILL i �/ r^�J�r ��a°�� nO °�q9i' USE 7"LONG,#4 DOWEL.DRILL ; � a._I ( " \I 4...�a--,-'-� .s{ ( �ee�makm�ae�axTa +s-�-- HOLES,BRUSH,BLOW CLEAN NEW FIC � HOLES,BRUSH,BLOW CLEAN i C•; y ;;t;y„;,n4�p L.,_ ,; �r.� "�•r �a:, . � f; '�>;. ,.r�:,. ty1:�;,...,. ........---�- 1 �_R,�__�, \ �. ;;� oa_.;:�t..r; � ��°�roimnm�a�mea:na I AND SET DOWELS IN EPDXY. AND SET�OWELS IN EPDXY. ti, > � iti �` \�k \ '� � k °��°bn0��„�re��mcm�, � �.��. ° . ,��.�I--,3" . � ��. ��s I ... t�..'z,., F � \ c+�aamo�e�dm�,v�@�� ... . ,, . y t vf >z,: 0� \ 0 95<-:G ND��OVERtAY vm,m,�.w:�w mman�a�m m,�`+o � :'nz.i � r TO GRADES SNOWtd .. s . �r�`�t-��-- e � �r.:« �ai. `�� 01�6t� � , ': �� ---- ..i , rcaiaact�mca� 24"O.C. " 3" �� '�ia:i' . ---- � ma �� r EX.FACE OF CURB(F/C) ��i� �� "� Ei ..�,.�,;� �. �Cap/�i�t /�f�PIC.2013 --f- � ,4"�� ti � '� w, 6' �i @t .;, �L�."� �.� .. \:;. � �---, i g,� �r � InAssociationwith: • x .< ,e �. e. .. . � �y � _ : ...._ � ------ .: `-�- NEV✓C/G.; --� EX.GG ��. �iu�'1; � �ctz E�i �� +. �aa � , .� ---- - _._____ o a . En,_nu_� IXTEND RWL-� _.----.... � «. � ��` ("° _-1 -=4'�= z,;.� � ; � KIER&WRIGHT A = ° �(- A NEW L/G �EX.LIP OF GUTfER(UG) j% E`; ' ;NEW SNV EX.S/W �i € ��,: „� � Bf CIVIL ENGINEERS&SURVEYORS,INC. 5�-��S� W 4` f/l I; � y-URlIT OF f�NFOR . �,,. 33505coR Baulevard,Bullding 22 (408)]2J fi665 PLAN VIEW PLAN VIEW \i � ;�� t1� - � - ; �� SantaClaa Calitomia95054 r�wos>>:�5e4� I� HALF OF EXISTING i� �� I =z:z ! �SJWTHICKNESS 2,�,vv �`�� ,� �i i i L�t �'Y.__ ._,11t�.:.:� �� i j�-� i .- :.NEW_SI!N..,:;;. EX.S/W �i I, , , � i -�---� 3�� 3 ii ' ' � /'�' : ti � r3i{c r•n3n:aa y � �,.-.f i : .-.... . i.v?��neau� 2"MIN. NOTE:IF EXISTING SIDEWALK _ , oEocrs ��, ��t�yI; �209•73� �___� IS LESS THAN 3"THICK,USE 6" o'• t'�''> �j" ; �i s, � Z�., ':NEW SIW ':: EX.S/W DEEP x 12"WIDE P.C.C.KEY �i/ •��s?� i � ie, � � --- ' ,;. � ��.��„r n:� � i �.�i � �ii,F3%�.�k s�. 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L�.`�� k�/ ;�q /�' ., �� . , 4 „ � � / � ) � � ...';' �... : i �. � " t r' � � ,.,,� ,,, ,� _ , „::,, p� � � „.,, ..w. � . -, �- A 1 Y Y u:-, _, � � � � � /, f �� , ,,.;. I , �; ,„ � . , _ -.� , ., _ � . � PAVEMENT _ ��. X `�� '� PLAN t �� - � - . � NORTH � , t ,y..=.� �tia.; F . `'. �_ � - -q ,... � � , � - ��, Si ;i !4.. ��.r� L'J.w.iw�L..r�.a�.w�:w..+'�i�� ,.� w��,awr � . .•. ,. . ' y y ( v �5 �!1 w.. 0 20 40 60 ., : , : - A ,. ,.„ . , � � i .,,, � ��' E.r . . _ W�,,o,.W....�,� .,,r:� rt;k:, . .. ' .. e �. -• .. �. ,,. ._,. . . . .. ■ . � �' � ' 2 .___. c.�i.. __. a`r+�rr��r+r+. � �r+.r�i�r.w�irrrr ....�r.�r� �__.--w..rl-a i �� 6 ��-��5 � PROJECT N0: 164141 ��T 7$ Lt}T 77 , Lf3'�7 --- -. __. . OPTIONAL MOUNDING PARAMETERS: �•, �( PLANTING MOUNDS CONSTRUCTED OF BSM MAY BE �'` - PROVIDED SUBJECT TO MUNICIPAL APPROVAL.TOP ,�,.. .__..... _.... ---- __..._ .............. .......... ---- � "`.�, I CLEANOUT WITH CAP AT FINISHED GRADE OF MOUNDS AT LEAST 2"BELOW CREST OF PLACE 2"INCHES OF FLOAT-RESISTANT(COMPOSTED) cCh� i n OVERFLOW SER LOW POINTS NO MORE THAN 12" MULCH ON THE SURFACE OF THE 810TREATMENT SOIL - - i -------- - �1TEVCI VS-GREE�C BLV6.J- - -'"-� �--�� --- """'� OVERFLOW AREA DRAIN 6-INCH MIN.ABOVE .. � ._.....� . .._....:3-.. �� . _ ...... ...... ...- _- �_-___.... _____ _ BIO-FILTRATION PLANT MATERIALS BELOW CREST OF OVERFLOW RISER OVERFLOW RISER WITH GRATE CHRISTY � rI ; � (SEE LANDSCAPE P�ANS FOR SPECS) SEE GRADINGFPLA S R L CATIONS CLEANOUT WITH CAP AT FG V12 12"X12"DRAIN BOX OR APPROVED EQUAL. ` t"' .V.._..r,��...__.._..�__� -- AND RIM ELEVATIONT(TYP.)O� (SEE MUNICIPAL STANDARD DRAWING) DOME GRATE MAY BE ADEQUATE IN SOME CASE, .__ _ ._----- -----... :----- .�.,., . __.....-'"--_ ,�..._.::.............-_ SANDSIFfEI�BAG LEGEND � ��._ _ , _ _ �� FiLTER FABR SAND SIFTEI�BA DESCRIPTION SYMBOL STEVENS CREEK';BL�/�, � FIBER ROLL EROSION BARRIER —�--a— �,, _.. . . .. _.. ._._..� .. _ _. _ . / / DETAIL CALLOUT — PROFILE W/nTBIRE WASHONSTRUCTION ENTRANCE � ��- STORM INL � � INLET PROTECTION r 1 I �J I FLAT GRATE INLET � ` E�c ° I BACK OF WAIK °_- ' � � � --------- — ----- CURB INLET b '; /„� J� ;,,°°;_ � � �/ � i.� h� _._- -- -- ,t _ _ . �y �.��,�.�',�,i,�,..�,-- i ,';/7i, ...;.,i;, �_;;., , �.., .-' - . ,_ . .,.; , . �,��,'�- ,,,,�% . �� , BACK OF CUR CRUSHED AGGREGATE ORRUGATED STEEL PANELS ;� { . • L+1�, n � GREATERTHAN i ' = ;! IRECTION 3"BUT SMALLER RIGINAL GRADE , nN A R C T E C DIRECTION OF FLO�M--► _ S._ OF FLOW THAN 4" ! '~ � ARCHITECTURAL TECHNOLOGIES ,___ `* % _: ---- � �;. PR r n _�� „' r ; �; � www.arctecinc.com FILTER FABRIC i I�; ; ; AfIZ0112 SAND SIFTEI�BA CONTRACTOR SHALL LAY �"�"�"�L SECTION A-A ` � � �� ^Q ILT SIFTER BAGS TIGHTLY �'(i Phoenix,M�,s ewze INSTALL FILTER FAB TOGETHER CRUSHED AGGREGATE GREATER THAN ORIGINAL GRADE ' i P 602.953.2355 F 602.953.29at UNDER GRATE 3'BUT SMALLER THAN 6' �� '�' ��'�� CdI1fORlld CURB INLET Hore: � �:i;;�. � � � CONSTRUCT SEDIMENT SEDIMENT (', BARRIER AND TRAPPING /� � u NOTES: CHANNELIZE RUNOFF TO DEVICE /'�� Sen Jose.Callfomk 95113 �-` P 106.496.0676 F 406.4%.1721 • ry�wrrr.r�rrr 7. PLACE SANO SIFTER BAGS ON GENTLY SIOPING STREET SEGMENTS WHERE WATER CAN POND SEDIMENT TRAPPING ILTER FABRIC �Tis��wr w+�+� AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. DEVICE � '� _ �'� SECTION B-B %' '' w�n"T°'�~�.~"`''r""'��`r.��Swr ,,� �r�.rr�rr1lr�.r.�» U �t �rri��rrw+�=�rwt�'we4e �rrrw�r��ar .ww�t .r� 2. INSPECT BAGS AND REMOVE SEDIMENT AFTER EACH STORM EVENT,REPLACE BAGS AS ` tl CORRUGATED STEEL PANELS ,;`', '"'� ��_ NECESSARY.SEDIMENT AND GRAVEI MUST BE REMOVED FROM THE TRAVELED WAY o IMMEDIATELY. 3 � �\ I, �,rw��'��+�� / — �..�r. .�... r • � �� r�.r�rrw�.ri r�s�tirc� ..rrw."t�.r. �! �w�www�N�r��ww NOT TO SCALE o ;' �~r�+�wi�d�r�+�� DRAIN INLET PROTECTION 1 a ��% ��% ; ' � � � 0 o�-Mc�Nc�on � �. � ��..��w�,: Z I;, � ��; � � '� j� '�", - KIER&WRIGHT , ; a ,,- � CIVIL ENGINEERS&SURVEYORS,INC. � I; r, 33so xa.wuwwb.�rwwq:: aou�n sess MATCH � . � s.m,cr�,cw�r ssos. r„aoe>i:�swi exisrwc �# I;' L; GRADE �a STRAW FIBER ROLL WRAPPED IN A OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST �;" PR TUBULAR BLACK PLASTIC NETfING WITH A CONSTRUCTION VENICLE TIRE,WHICHEVER IS GREATER DIAMETEROFB"-10'. „' I��_ � DIRECTION 3/4'x 3/4'WOOD STAKE�4'O.C. ( ; Q OF FLOW 3'MIN. (,,, y�, FINISHED GRADE HOT TO SGLL.E � STABILIZED CONSTRUCTION ENTRANCE 2 °_ �'" J ; �,. m ,Z�M�". EROSION CONTROL NOTES ` ; 5j1,; FOR FLAT AREAS 1. EROSION CONTROL FACIIITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE AT THE !i Y COMMENCEMENT OF CONSTRUCTION UNTIL INSTALLATION OF THE PERMANENT PROJECT % ..� . . � LANDSCAPING AND PAV�NG. �}';- 2. CHANGES TO THE EROSION CONTROL MEASURES INDICATED ON THESE PLANS AND DESCRIBED % ( � NOTES: HEREIN TO ACCOMMODATE FIELD CONDITIONS MAY BE MADE ONLY WITH THE PRIOR APPROVAL OF • -�-�-' ' �'--�" ^ � OR AT THE DIRECTION OF THE CITY ENGINEER. ;� ` ' 1. FIBER ROII COMPOSED OF B10.DEGRADEABLE FIBERS STUFFED INTO A � � PHOTO-DEGRADEABLE OPEN WEAVE NETTING. 3. A CONSTRUCTION ENTRANCE SHALL BE PROVIDEO AT ANY POINT OF EGRESS FROM THE SI7E.THE CONSTRUCTION ENTRANCE SHOULD BE COMPOSED OF COARSE DRAIN ROCK(3"-5"IN DIAMETER)AT � `��, //\ 2. FIBER ROLL EROSION BARRIER TRAPS SEDIMENT AND REDUCES SHEET LEAST TWELVE(12)INCHES THICK BY FIFTY(50)FEET LONG BY TWELVE(12)FEET WIDE AND SHALL `' ' V/ AND HILL SIDE EROSION BY REDUCING SLOPE GRADIENT.IT INCREASING BE MAINTAINED UNTIL THE SITE IS PAVED. � �; , ,_�,._,, ,,i�,<<. ;'�'.<_<..,,f,_�'� ,.�._<".;',� Z INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT " ' - _-. FOR PLANT ESTABLISHMENT, 4. SEDIMENT TRAPS SHALI BE CONSTRUCTED AROUND EACH STORM INLET AS INDICATED ON THE � t ��--j_�� W � EROSION CONTROL PLAN.SEE THE"DRAIN INLET PROTECTION"DETAIL ON THIS SHEET.THESE � � 3. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE SEDIMENT TRAPS SHALL BE MAINTAINED IN PLACE UNTIL THE CONCLUSION OF THE SITE PAVING AND � �' i: 0 STAKING OF THE FIBER ROLL IN A TRENCH 3"-5"DEEP,DUG ON CONTOUR. THE INSTALLATION OF PERMANENT LANDSCAPING S�UARE FEET PER TRIBUTARY ACRE.ALL INLETS � O � � RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND FIBER ROLL. WHICH ARE NOT PROTECTED 8Y SEDIMENT TRAPS SHALL 8E COMPLETELY BLOCKED AS LONG AS � THE EROSION CONTROL PLAN IS IN EFFECT. ;� ..�'��; ,-� � M� �� - � � U 5. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS.THE SITE SHALL BE � '� V♦ MAINTAINED SO AS TO PREVENT SEDIMENT-LADEN RUNOFF FROM ENTERING THE STORM DRAINAGE �- � ,� �--� �M �'') - � Q SYSTEM OR ADJACENT PROPERTIE3. �' �� L.� L:j' '; , `.,,, � O �C �.. m � 6. ALL EROSION CONTROL FAGUTIES SHALL BE INSPECTED BY THE CONTRACTOR AND REPAIRED,AS � ■ � 7/ R 7�I O1 � � � REQUIRED,AT THE CONCLUSION OF EACH WORKING DAY DURING THE RAINY SEASON.THE �' ! PRO ECTI �� PROTE� � � NOT TO SCALE CONTRACTOR SHALL INSPECT THE EROSION CONTROL FACILITIES AND MAKE NECESSARY REPAIRS � / E Z � � FIBER ROLL EROSION BARRIER 3 REASONAB EIOI TERVALSDI RINGSTORMSOFEXTENDEDDURATION.YREPAIRSTODAMAGED �:O /� Q !_ U FACILITIES SHALL BE REPAIRED IMMEDIATELY. �k 7. ANY DAMAGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS SOON AS PRACTICABLE. DATE DESCRIPTION ;. a ��. � 05.78.76 PLANNING DEPT.SUBMIITAL 8. PROVISION SHALL BE MADE TO ASSURE THAT BORROW AREAS AND STOCKPILED SOILS ARE ;N � ' 0928.16 PLANNttJG DEPT.RESUBMIITAL PROTECTED FROM EROSION.THIS SHALL CONSIST AS A MINIMUM,OF COVERING WITH PLASTIC � � �� "� � SHEETING,OR BY SEEDING,MULCHING AND FERTILIZING. ; � ` � � 9. FOLLOWING EACH STORM,THE CONTRACTOR SHALL INSPECT EACH STORM INLET SEDIMENT TRAP � � ` TO ASSURE THE INTEGRITY OF THE BASIN AND OUTLET PIPE.ANY DAMAGE TO THESE OR OTHER �� ` \� ,� � � 4 EROSION CONTROL DEVICES SHALL BE REPAIRED AS SOON AS PRACTICABLE. ` � �! �.,, _ .,. ..., _ :_ _ .. _ 10. AS SOON AS PRACTICABLE FOLLOW�NG EACH STORM,THE CONTRACTOR SHALL REMOVE ANY � ACCUMULATION OF SILT OR DEBRIS FROM THE SEDIMENT TRAP BASIN AND SHALL CIEAR THE . OUTLET PIPE OF ANY BLOCKAGE ��.I 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF � SITE D RI G STORMS OF PRO O'NGED DURATION AND/OR HEAW INTENSITY TO ASSURE THAT THEY � � EROS I ON FUNCTION IN THE MANNER DESCRIBED HEREIN. CONTROL PLAN i NORTH . /� ' � \ f /�. 0 30 60 90 C��O Scale 1"=30 ft PROJECT N0: 164141 . _._ _. _._ _ . _ _ _ , _ �::: ... �_ .� v:�,v�..�:�� '_��:; ��:�.�r�.��=.. .. :�.� . ��_ ��. �: � �_ �� :: � r � � - � 6�6�a�'0� ��9C�$8� _, _ _ �7 r�crnnacwrer nescriatwn�rmmi No. � � Fst r�rf flsran f. The ccntractor shaii�xamine ths cand�tlon3 oP tlie site prtor to commencement oP � � ,.,...,,...._...�.._..._.,..W.. _ ....._ ., ";Y ...= . ,m^.,. m,.....T_ ..,:y , ....,; f_,..., __ ._. ___ ...._.M . ��m�py�oyed anstall 5rbedule 40 PNG fateral Imo wRh�IP5 flex ptpe and Tcro LF20-PG and Lf40-PG bubbler!o oacY+ work.Ar�y condlYians�4hat d(Ffer from rvhat Is shcwn on ths plais thot wili aPFact the .. -- .... ..:� ... . .., _c..r�tw. .e... <a ati�..�„ i -`.+..a.. .. ..... . . .. . ..... l�k�seo Detall A.5heet L3.LanFm6tar shall mcnikor'�e wake�dur' th�tnaintenance m�d 3n5YGliOt10�3 .�...^.. .��-.- .....',..ti..•..•�. _ ? N9 !�'�Oe ?+'��shal!be bl�ought to the atte�tlai oP tha Lcm o Archltect � �eo remam zmc bs used eor tne .. __ ; ; m; �ne mca�uot+o,�w�ier�le�W ot eaa,ptam to e�a sncc au Pi�,rs�B yettu�g a�� and/or onmer prlor to work.Gommencement of work tmplles acce�ca oP tha . . - " �': a oau�n.a-wq'ortunn ariaaiian ana nsw oorurne...: .,.:. . Y�� .�, ..,w,,.. p.. . .... � basetl on c.mlcroclUnate condiklans.Each plant to raceWe the YollowMg mintmurn�r of bi@�b1er5� Got7dltiotls oF#�s s1to. or tmgacion c�shorm on cnsse picais ` ,- . °> �' f Gall s�Mvbs !U Toro LF20�G BYbbler l2A 6FIf/OA33 6PMll . .., �� , �,.�.. ; r .' A �°+ _.. .��..� <,. ,v..... :�..., ,.,., .;:� ;: .'..� �`:��' <� ... ... ��0 `� p i;:. .. . , . fU Toro LF40-PG Hubbler[40 6PH/OA67 GPM) 2. Plping!ayout is dlagrGrmnotic. AII Irclgatlon ItemS ahDwn wlkhln pavad areas are for \ t �6ollon shivbs � r �"� , ✓'r i' ✓ ,f�,, ; r�,, 1 �' �' ,�' ;� ,, � � � : E �, IS G�flon shrvbs (21 torn I.P40-PG 9ubbler!4A 6P1i/O.Ob16PM1 deslgn cfar�Plcatton oniy and are to ba U�stalled In plartting areas whera posslble. " � ' , ,,, ,,� ,, ,; , ,/ e � ; � f,:` r eubb��re to be spaeed equauy cramd p�emt. „< ,, , � , � � ,e , ,, a 7. r, ;' ,, ,;,,, r,,,'; �"; , ,, ,,'r ,/p�,, ✓ ,' rr `,f �?`' �;� . _ rr I � 8_� 5eparatton 3. pIptng cnd undsr paving e In saparate � � 9 .. /' .� ..,,...;, ,_.,�„_ G,......,,� ,��.._,..... _,:::�,. ....�..,�,r i:...._..�i ;o-. y,f_�..�,.,._�.;,,.,y\.-„ ,;;;i`;. . '.._ .._ ' ,f.... --;9 r ;betvlBBn GU'GUIE9 6�m�'\�4ppro�/ed 1/2°or 5/B"H1ack Pvly tubing wRfi Flush.Gap.Detnli L,M,M sheet L3 � � �9LHedWeN40�VL elBsve�9,91eeVe5$o be U�stafled ck the s�ze'fas tndlcatsd cn khe � _� �f Ff %, f ,�;�, ��, ,f' ,r � ,✓ r ;' a ' A !, � i`� ,/ ::,, ;'f �r,✓ � /';�'�';"� � ��,'� ,�� aW�;z+y4 I° .�� r.ach plant�ail recoHe tha Polbwing emitter ar combMatton oF eJnttters.Contracfior shall fnonitar tha )png. 3F not iPled,p1p in shall be i�tailed tn eleavea that ara twlca the � � 3 .';�Y ,'�'✓'� F �r` ° ,'�'f �t' '''�,�✓✓'`/r'� f �III�9� - .�__-''��'' .f woter dimmg tha matntsnanco partod cmd makaa mvd�flcat�ta em�btars(6PFU at each plcv�t to�nwre dt�netsr oF thesp�( �.Gcntrot w(re siesve5 shall bo oP suFficlarit slza�For tha � �'" � , �< �� r''�� e �'�✓ o' - PPa . . S� i r � ''',, F,,.✓'��,�'� r � ,r',r',, ��r�` ��- .�;�:„:w--{- �--��, _. �that all piards a�e getWig adequcte watar basad on speditc mtcrocltmate condttacris. re ulred numbar oF wVes. Provlda tivo(2I t sleevas at each lo�atlon and mtn. ..; � ' ,. ,0 i % . � �f.. ;%r/, �r'�'' , �;. ; . r � ,r. ( " .f,��,, ,,Yr/rf . .,,,' ;�' ,�� 4� ,�l�l)----, 'o ��.'.r,.^ . . . . 1 f�Allon 9Fwb3 I-Z GPli-5nittet�Huntar F�-20-8(recU or aqual one(U conlrol aau�e ateeve%ondutt whers n ePde�d: Piptng and wlring ka be In � �utyi � r r`�r r /� r rf� f''. �:;:!`f✓ ��'' � I�I 56alton . . � !mI klo�n y',f � ";,`��.;� f r.:;; .;��'✓..u�%"r ". r'�f ��is..'` '�✓`f�'' a �''�'f�� !� ........_.. ._ �� ShnA� a-a e��m�tcers,Hunter i�-20-8 lrecU or ecival separ'ats 5leeves. .. y� o _,o�"F, d�.:�.�,r,, ' d'�,o,o ...✓ .�o/ s'' � / r,,� �� o 0 0 ��' IS 6allOn shnh� 3-�6PH£mittars.Hunter t�20-8!r�or�qual _., mNn1�to , � ,r�,�, f ' ' �,� � / o e�o o � f' / ,r � '�,m r'a I� P1P�^9 9� m ' ° ,� r �'�,�° ✓ ✓, r' r i r�j' � �; /� 4. A11 lateral Ilne under at is not In a slesve)shall be 5chadule 40 PVG rematn' � � "s , �'`� r � �_ r ✓/ ✓! � U tl EWnYsr w �nq rse Bubbiar 25 lA0(per tree) Detail 9,eheet 1,3 Gnd 5ha11 ba lnstaii � ., � r ., � u�;., ,��',�f`,�, �IVI� < . ��' �� ,�,��L w S' _ ',;.� �r� l.K?k µ�a ��:% ,i ;,;c � „� in�. • � cy ��ri .,.., ,�, -��P�r'scuh tres IocaEton Ior' '^ � i ��' I�� , � :, � � ,' �. p�ps atres shail conForm to�o�shown on tha drrnv�n with no gmaliar sizs ' �� u��mM.��,.µw�,x„,ai�rc_u,�,<�,.a,v-.. ,,u�,��.ccm�,.,w�.�z.�., (s,..s.si r�,�zn�w.��.,-'a„., ,.a�..� ��"' �e f�� • - � x �_ � � �..� � tfimtBr' IGV 5erles Automatic ftemotb-fionCrol Valva= 5ee Pian For+size.Detall G,she6t 13 sub5t�tulbns.LGrcjer 518s sUbStltutlon9 mw�bB appr'�. � rC�� Iq � � � � ��' e � � t ' Grnmaet naw Im atton �� r -« �' " � ��F! � rs � �' 3GZ-f01 for 1°dnp valva Wt ond IGE-131 for 1-V2°dNp vahre Itlb=Ss�plan For b. 7y��low sverrtei�Is ex�ting an9 is to be usad for the new IrrIgatlon. The backflow r � � � �„ atze.Detoli D sheak L3 P�' k aventer �f��r '"^, rtwinlfns to exlstfng matnitne Mafnllrre ehown achem�at��ly- Dauble 4°WG'-�, r '' � � + � �( r,'i � s contractor shall exainUie tha�xlsEl backflow Eo make r�me It Is func�Eloningproperly � r r.`� 0" a -�, . _ �; � a � itunter iiCd33D1RG C3utck Gouplen Deta11 E,sheet 13 and maets code virements.Ga �tor shali make repaks as naedad.Yhe� ,, y dowretream oF ths backflow -All mafnitne to ba�ocated sleaves T , i �'r re9. � �` ' ler.Verif locatton �� ,' r ''��'� 8; � ^ f� P J 1 b c o T-1 1 3 6 a t e Vahra�L t na a�zs.Detatl F,sheet 13 Gontractor s h al�veN local codes artd r uVements oP t h e amin rts dic tions. $ ,�( P�'AV6" 9 In planEtng araos whanever � t f � hJ e4 9°V 9�' p /'a /� � a : 7 oF exist malniine�In fleid. q � r' � � ...... .. . . � . � . . � . . � . �/�! (((\� (��\� � �F70951{��8.dQ�VB9 t0'�b8 M 'r .�'' 0 '�✓ / ! � ��. i I' . .. . � U U '.� '@9 � � �9 � � ,; . ,� /�,�' r f €; ' � 10.-1 ?. 120 VAG alectrtcal ower sourca at tha cantrollar Iowtion fs eMs! IF cm .;'#� grouPed togethar. � � ,f, ,, A ,� ✓ �r,�,. � ;� .�I.��' ��, � Ffimtsr 1-Gor6 IB SYatton�letior b'�II-Maunk GonMollah IGfib00-56 with�-ucmti ��flcatWns are n edad it shall be rovlded e18cEriccl conMact�m�.Veri � r�.- , ,� , � __ t� . ( IGM-b00 mUdule as neadod to maet qucmGp�oF stations�spealPt�od. In�cWde Y�L55 � � i r tauot� � � ITECTURdlL 1$CHNOL GIE$ ;y Gontroiler ,, a.� �' ,f' r� r ��,t �4,�', � ' module Par Sclar-5ync.Datall 6.5neer� ocat on of controi er prtor to ns on. ,�,RCH 0 r �"',x � Iretall Hunter�J-Gore 18 5tatlon Extsrlor � ��tn �� ,-,�,_�; f � �� Fyr�ter 5c� c-mcdel N155-5E'N�iretail on eave oF bulid from dri Itr�aP trees. VdINW.OPC�E'C�RGCOrtt „ , ��i M,�,�t��i�,j�t i�ion�� IIII; � �:� � � �+9� P e_ r�-��t,�„o�@��pro�ect,the urtgaEion contractor ghau fluah ail valves with drip � d � �; ___._ c I Iretall per morwFactu�r+s epec�flcotWre:Gcntroller and Solor to k�Nstalled eMtters to be ad usEed to ltmal water!o ecuh fant baesd on Iftc QP�ZOIIa �, cy�o�ea my�mascape ArcEur.�rt o� a IIII, �` ; �Iristall two bubblera In each with mcdules and recaivpre as needed for operatton.Detall�t� 1 P��QP P � r�, Owner lor to Irotal�atton.Tte all new � �+ y � �/i tree waU lowttem-er stEa eondltioro ond watar naeds oF each plcmt. 2960 East No venue,BW,�C and axbt totemGin vaNas f�o the rrew .;..,��:,�� :-�s4' , 'II'� 0{ # � � detail B,sheek 13 P ) Phaenix,Arizona 8503B ,��'"�,►� y"',�� t � ___=App�'o�ed exfiedule 40 WG F'ressurized Alalnifna� 5ee Plcm For afae.Detail I,sheet 13 q. It Is the respor�Ibillty oF Rhe Irrl ation eontr4etor to beemne f�mliiar�wlth all exfsting P 602.953.2355 F6D2.953.298� � � '� � controilen 1, , ,� ! i; " �j 0 i � .. � qPP� and osed stta elemenks The Irctgatron coritractor shall r N, ��„ E � . ed 5chedute 40 WG-Latsr'nl LMe� 5se Plan for slze.Datptl I,sheet 13 Pr�P �9�g• � `� ' I� e��..� �; .. c � _____=AF'P'�°ved 5chedule 40 PVG'Sleeva(ta�o par Iocot�arJ.Detc�t K,sheet L3 replace,or comper�ata For al�rt�damaged his wm�k. ihe Irrigatlon contractor ��I�OPII�d . _�µ ___ ' �' ;c � �,�)� 1 �q.+ � .z.F ' ehall coordinake his wprk wlth�other eontractors or the locatlon anci iretallotlon of . .y9 �en Bou Eyyrd�SWFe 84D � � + f ; 3� � s�ee�res ana�ataral�khra, wa�ls ana undae , ,�: �,r I P4� 9h P�^9• Jose,Califomia 95193 1 <<- �1 �� "�,�: �� Eziat dr atton to remav�.yontractor ta Pleld ad�uet BxLa! otlon er the '", '✓ ''� d ___ _-' � _.- _. r a.� �, . v b9 � �9�9 P P�96.0$76 F408.486.9129 �`�r g � :� �i^ �` �4 �`�f,� � �� 6 I D.O '` ,'f,�''. �st m g Irr ion Motes.Gonknactor tv remove/replace/add hsa�and noszfea oF ID. Tha Irctgation ayst�n dest�ts bas�d on a minimum opemttn�pressure oF 55 P51 cnd novsm�n�macmom�m�x�wae � f,,ry �� , �"---r ,x2,,�u � matehed prectp�tation rates far full of the urtgalton area w�th a maxtmum Plow demend o 18 GPM. Tha trrigatfon eonGnetor shall vaNfy water r��nrc�mnmuam�aes�mm,e� ' = � ---- tf � mintmal-to-no overspnay.WI existtng lrr Ion arec�shall rematn wlly operattonal pre swres prior to trotallaElon.My d�ffererwe batween ths pressure tndidated on ��^+��m*ffi^ro l�y y ......- .....- �o�e � �� I� 76'nOR7783tCOCOMOG9traCr�caQnC�limatl a�amtl �,. ,� ji r � � Ca"`" i and ivrwttonal during ths con�tructlon procass.Any Mrigatton that ts damagad shall the plans and thaE at the attval palnt df cormection shall be brou�E to the attentlon �,�,n„y�pb�,m��,�, f ,3 ` � � � i s,i be re aire loced �the euls frM atlon notss on this shesk oF!ha IanG3 e archltsct Immediatel. ob��wemnaoovm�mm�mmaFc�ac� c � l. P �'BP P�' �^9 9 LQP 9 mma�rsm�aoean�cvnaaeaie.vr,� � -r�-.� � � 4 .. �`�-I�� ^�» x . . . . . mv�m�mw�nao�a47aartaw�aer�ro f` e f` � .._ � Q� 14.0 II. Arn�obstruct�ore,changes tn tha proJeck layout,or r�rcule dlFPerences not shown on ��u��o�+acc+ � 0: �om�a+��rMrna��ane'�ae� , ,� �a � � �„ Valve GQllout #he plcm but aFFecE tha aperatton oP the Imigotbn system ara to be brwqht to tha ��,� b,,,,d�xsa,m,s, �r ,'� �,,� �� i y..., T�' Vdive Number attentlon oF tha 1 d�scapa architect prtor to iretallatton. Tha urigatlon tanFractor ��^x�+m� r73 s g._. ..... -... � ; dr1p� # b�umoartmucwo�yrammac�.acl� l a,� � 0' ' ` vatve #o-- shall ba respor�ible for costs aseoclated wlth comecling Imlgaklon IayouC If plan ts ��,��,;s„ r ;; � � �, VAMe FIOW � ,,�9 �° �f I �, t � f different from the site and he do�s not-bring such dlFferences to the attentlon of the ��ae cb�� *��' � #" � Valve Size landscap�architect. � ,,,,,�,�� s' �-- q S ��'� `I�/�' � -� � � �' '��f �' �1uJ, . � 12. All Imigatton egutpment nat detatled or speclPled�hail be tr�kalled per#�e ��-�'��3 d '�f:��" . a� r I ��,`,,f" " ",�^� . ....1�.� i �,;,� � m�wPaclurer's rcacommendntlm��d specffkattoro. - 1' � � � � 4 '�� X ST�I�IE9P�6�IO� In Asaocialion with: ��. �f r✓�� f �,y�3f y �y � � I B �IO�s t3. Nbakher aevcsar/aitomabtc rain ehutoff shall ba Iretal�ad on cm axposed wall or eofflt ; 3� �,' 1 � ___--_ �" qd acem to the controller iocatton marwFacturer§s ac�flcattore. It must be 5��, ,„� �i � � � � � ;`��,. �. n»eir.e�s aer�ced by an ax�tmg a,ngation system. rnegenerai contractor r�to piacad ta racaNa unlmpeded rain and�k�ee from vcmdai� '" '" �,�� '� , �� 8{ 1 �' \, Z � 13.1 coordlnaEe�v�lh the icnc�cape conG+actor to-rewew the�e Ee prtor to cmy demolition � . d ,r .r. �xtst( �$Q(I�lII�I ��rb'�PPt r f. d � � ra �ace.Tt,e ex�et vr� on tem le eo re,naN mate r.hrou the '� � � �� '��,� J;p r __�i' �P �^9 3� � � 9�� 14. An b'rlgatton audlk may ba-naeded by thegov emmg�ur�sd�ct�on bePore an occupancy � i� " ( �,'�", ,� �. -� -��', f� �° core ctlon prxess. � permit c�ha Issuad. It�ts tha resparebt I�ty oP the conkractor to sthedule and P°1 �, �,,.� p + 4'�t� � � � .: � a slts facillty m ar 16 to ta notifled a minimum oP 48 houre lor to work or Ehe audik 7}�e audlt shall be conducted b4 a cert�Pled audttor.Tha contractor for y ,n, �1 � -.- -.. 0; �a• � ? 2. m � � °"y shali be rasporelble for maWng revtstons to tfie Irrtgatlon In order to pass the audlt. �� ,' 0; „r �, �Irotali two bubblers tn each plarmad dlerupElon of khe existl trrf atlon tem.The exlsEtng controliar wlll need to IP o r heads m^e eUfied for shrvb ar�eas,we recommend that the audltor f y �^ �;, s ;. treB well locatlon per b�adJusted tn order for work�take pia��tha system. A(I work is to be �dlt�s�hrub tor t�o lank �� f;� �� a.... _ .. �' � � E�� detan B,shaat 13(typ) comp�eted under the euparvteton oF the Facn�Ges mcmager. BP+'�J P�' P �^9• � �s � ��mvrv.knwla.mm �:�" - � 151N,NwIn5t,5anoraCA9y0 >� ? s 8sy � �rc� � r � �i 3. Mamtme qnd control wires thot serv�cs drigatton that wtll ba remwed are to be cut OP8C1 ��9is�=.�ass rz�ip=.ss,o.. / ° �6 ;� % 0 �'� � � ;, and ed at the Ilmit oP demo�ftion.Abandonad controt wires m�e to be colled and �U�G�4B�9 ��,�' � Malnline shwm scfismaticoily-Atl mainline �. £ � g'^ :° � �!�r� p�aced�in a 9°round valvs box dlrectly adJacenb ko tha uappad matnllne.Provids min. a to be locaFsd in Icintin ¢rec�whenever � r � � 9 �' 0 9.4 r i�✓' lo'oP contro�wVes coiled. ��i��+��I��i� ,r .,, possible. Valvas be grouped together � i " p +� ��I � �... �__..... �_ �.•: , �� eula�to-�r�rrw ��Irt�igatton that ekrovela thr�ouB i�he consWctlan�zone. A�I ImI �tiorf P�antan�pB ora gn�e ihee��act r�shal�ot m�l(ant wlth dia VtaEe�EFP[Gler�t ✓ • � substltutfcns oP Imlgatfcn product or a ��,�� j � �,• e i �_ gh pla6emer�t oF produet or plrnit speetes and euittvm•s without wr�tten eonsent oF the Lemdswpa a °�r A� � , y thak 4�to seMae landscape thaE is to rema�n�s to rema�n Pully oparable Hmau ut p��,me contractor shall ba resporeble for maktng all rwdiFtcatim�s to ansure the 5tub Por Wture usa � �rl� �;�`, coretrvcbon. The ex�sEtn maNiina and control wires ara to be rerouted cmd aced tn � ��. �� ' � �� 9 P re ulraments oF tha Water EFflcient Landxa e Ordincmce cre met ff chan s are made. �f,� � '� �, f/' I� ,,., a r�w trerca,fmm.a4°depttil around tfie caretruction aone or through a protacted zana Wa0.hsr use calculations as descNbad on thase plare must bs mek Theastgnadm�on this plan � �f ` Wleak6fer Sensor �j r, � -- �, , j with!n khe coretruction zorie.SpIIGe control wlres as needed-all splices to bs IowFsd conwrs}hat°I have compllad with the crlterla oP the water car�servation In Lart�caping �a � Install Huntar Soica�5ync modsl N�6-5@1 __ "' � � � � # f tn a min.6°round valve bou. Ord�nance and applted tl�em accordtngly for the efflctant usa of water M ths tmtgatton design �_. � , � °�>'a� on�,ndi t rn,t oF �tuc�neW to d \`�r l �' u � pkm° � "9 P°f'O�B p � ' � _ .__ � � I. 5. Gontrol wtres through coredvctton zone are to be placed m condmt for protect�on. ' nc �apwrevntmpei(adratnFa�L assure � f� i p' _:,. ' �,� comrtwnicatbn with controllen � �s �*k , 8; I� b. Locat�on oP ths matnllne�s to:ba c�earl marked on slte. The generai contractor shall � � F ,.�„r;,,„, „, � �}� _ _ fl ` °% be r�sporelbie Por er�surtny tt,s pror.ec��on or tne e#�st�ng-r.o-rema�vrigotion system. Por Nlater Efficlent Landscape Ordtnance(WEL.OI '� st ` 7"' '� �1' � x 7ha neral conkracto wlRba re nslble for maW air atrg and re lacln all AIOkA3 Qttd GQIGUIOI�IORS-SBB ShBAt L� �; „ �t �� s �; �� I $ Q �4° �r axla� Icmt maFsrial tfiat is dana�ed�dua ta d�ru ti�of tha Vrl lon s tam. t r� e� ` •� Q � #' a f-tnstaU ctutck coupler �9 P 9 �°! P 9� � r+ k 3 r��' \ \ � `'� 4 3_43 a �� 9k � 0 - � e�nc'�losvreko trc�h '!. �All Irclqanton haacls,pAp�N�g.vaWea�ntrol wlres,etc.t}wt ara bcated wlthin the t �,,° �,� `, � `.. a I Temp drfp � .: y.,. _... �' : % ;. , emol e�d d osal Pacillhl.c�le Poy dir epo�sa�t are to'bs�.fnclud d�thde generai � . �� vaNe � � , �� , r � � con�tractor§�sco a aF work � � \`\ ",> �XIS$ ��PR�11(rit � r �� ' �+f r n__.�II= �1�� H. The I�ds e contractor is to weekl records as to the locatfon a�d roub of i ta � , __ ..._...»�. ...., ' . a :� y . - ;^ A 9 \ ; , x �� ( _ = �', ii hrl lon iping,valves,heads,etc.Thfs tnFormatton is to be dated whenevei� k � �y p - - � .b �il � -. -- �h (- . �I�er,� t � ••�__,,!.��.l..��,��,�„�� l _.�_ � Illh� r�„t �� eh�gas oeum and to be kt�pk In tha job trallar for ea90 or revw by oll trades. � /S e./�.w�� .._. . _........_., ... Double 4°WG� � �6 ��'4 c`s - 1 � �f '�' � �� Y,,� ��,°� ��BW �sleeves(typ.�`�`a,._,� IIII.,-��e ts��; r� �� s � � � � � stall two bubblers ��.� ��`� �e . �-��I�� 0 _._ �,&�� s9. � � �.i �n each Mes.well '� !A�„ 1 ��,' 9/+° ' '� � xat�an er deEail �; � r�� . . . I°�� II -I^ ;�-1�/r �� f� `y '7 16.0 . . ,°�� ,{�'� . � � � P � � _. � ,' s,sttaet�ltyp) �I; ,, r:.. �� ,- I � - �� S .., �� ` PlORYH U � KtY k: i .. �� ''�� r �.v _ .. ._ .. . . ��i�� y�� . . SLOIB.�°�20�-0° .O v Kesp maintlne � � � � n �� 4`� :. � � ...�' �p��. �� .. � F " ,✓ , aw[a�from � �. ,. , (�!-'4 `�4 �.,°.' �� o f0` ?A' 40' L exlsttr�g firees� ` � ��\\�r>I f I� !f ri'`'f ,y�' `� '� �� O �'� � ,' � __ - + a � ; 'p `��, � x 1 �e � 7 IiQlld G'encN-�-�� Q ��"'�� -�i -'-_��--= �;� '� :�. $t 1 x h i� 6 � „� .. ��n. � � � --- . laterallfnes p� ...� .___. �I"u.� �-. �_..�,�--: =-= - � == -= � - � a�cb� � 4 ;� q- _ '�� ,.. w ,�,,.,.. nearexieto-ig 's":,_ � �i 4B Fa ' t �Y�i �, �j �� y ', �i 3� ¢ _ .�i: � 1� �� ttu�raw6sa4'sa18E�Ul� � � � � , ; / g tree �� ; " � �i t :� Insta�t two,k�bb�ers m,ead, ; r/' ,�� ` €;��.�'i�� 4 r ��,:�'� � m @�$��Q[��$�Q�d� � { �f'�' �a�'�� t['ee WeR incutlOrt;pe`�. r� I �,� t� �(; ,II'� j�i��, t` '��rr� (retall twa b�lobler's In each � a � � U ' z I � � `detal{B 5heat L3(typ ,, j tres well(ocaElon P�' Ct'tal$"�'�oF 8Q4�227-2600 a; ; > -- !^ � � det4n s,st�eet ts(cyp} , �I �J .� �� Doubte 4°PVG �filtne shavm scfiemattcatt All;motnitne �.�� ....... � �4,., . . . "- 9 �� 91p!!►.!_ ��r� Q h � � DATE DESCRIPTION �.._.� --- � sieeves(typJ 9- 1111 p a � " f , , • 08.04,16 PLANNING DEPT.SUBMITTAL � u� ��o��,P��„� nii � �_ , �� ; Project � �,s possibta.VaNes to be groupad togethar. � E L y d t� 09.27.16 PLANNING DEPT.RE-SUBMITTAL � F�, � e �� po��g 4�� ,�,� � ocation , ' ,:� ,�0000 �iu ammoo� a m��o�QQQQ000000�m'os��omu�m� r� �, �� z �' ,rF sc, `, �I� , eev �II: ri° ; � ,�n � � 4 � ., �, t r t ��< �t �'� II� � : ? � i QII. �� , � 'i � �� ' "� q ;f°;�$, . ; � �� S�.� ra /�F- �I� ( � ;� � ' Y �,a> r��F; a �, nv r.;�. 5 � ��y,,:,`'t.J' .a. /.1�.0'�' ti��( �,. �`"•y i r E �/``�f� �,t .0 �i L`t. ,/�` 1 11,, f "� "w,.....,.. M • � y ?,., r. fi � � .e r 9 ,,,. .,w., ,��,._,�•:�,.,„ �,�-,. �3..y�,.'.�; �b}.<-.�;,.. �,�'-- ,f.1 M�,,.J„ -��{^ p1 F i s� s��• �.Y :, „" "�� n . .' 7 _��, �, -� � - �. i �: �.' � � ,� ' , '� e ,�,, �y� e 14'.,..a�..,a.e....m.,.,.....,..„,,,...,, � <,., ,,,�. �,.,,.�. ,..,.,,�,. .::Yy., oU;..:.,9 ,,,.,..��..,�,..,.,,,,:':.,,.) .e,,,s.�;:.�. ,..,. :.�. .,,,, ..,w,... _.,,.,_ �... .,,�....,,..,. ,'�.i-_-','.:,:,y:��Y��i,�l` � �.�., ...�t ., �,.N � ., : . ��5� � u� � ; p e `' \\ ,, �. � ,� "�a. � ``., '� �� u` -- �� ,a,�.+ �� s�^� �$CQnF ✓ .� .� _ - �• ' . .,:., .' , � F!� : .. ,�� `. v-'-1nsEQi1 twO,L�lobters In each..,_...,..,, ",-,._..,_.--' `'•. ...,r' ,.' � < ' � -irae r+ell tocolton per �� Y+ ,,p . - deECUi B,sheeE!3(typ) __ ___.., Y 6g U" �� `��s 6� �' _ �rc �,� o_w.ar�, .._ _.._ u�"`�d6,�H�'16cva;�.�$ � '�'1 � .�,.4 k�'� �, a�r �4j' � kv-�M [iF1�9 d'o NI+�u'� ,� 4� E t `�'" � n.n.��o[m �� . ��1��. _ , ° .�� .��M �� .� .S.2ea.^.a'+'LT. t.'ivil?�' � D.i;e � `��F�� ".:13.a... �� '�.A1�F 4�.��t�t1 Uv�t.�.�;�� A � �y �n _ , � � ��"' c�rw:a�,.�aca:�. „a��._� ,.,,3, � b ... . � . ..�.�....y.. �'' ,. )) �s�s�r� � �v95�:v�.es�� Zd1�0�v��4e"'�+G � ;.�+�� ;ti. �i7'ak��y` S it� . � �ri. ..�, � � ! h�%:, °` "�" PROJECT N0:1641411KLA 16-1820 Vicinity Map "°"°5�'e Z•�GOFl[.E�CAORCES�PROJ£CTS_16�16-1810(19400 SIEVENS CRE€fC 6CVf3tOKAR1NG F7E6�PEANS�CpN OFlCS�9RSfPARKWCRI-1826.f7WG(Q9-2T-i6 23t:32PMJ P/oftM by.Natafie � PLANT SGHEDULE � 6EI�PA2 b�lyro pa�Mlora �� Z4�'box 2� L.aw � �'a"T�V E N 5 G R E�K B!_V D. 9a 6E�PM fi�I,J�nc,paMr�«n /Iwaw��on rwwr+ 9h•tox 3 t..ow �� , �e�•a P� �,u.t v°Mnw.tMi.ar.w, F _. _ _ ' � 8alfd� Vib MlJs l.og�rsN�o.mw rkica x rwrot*1�kogs•' Ml+�koc�w G�ap�M/'tb Xs�box � Lor, � , � .,:�:�;s: �, �� Wl!'i/�R Lca+r'us nobllb'5u�c�kc�go' S�v��Bpy �4'bax � Lpy SC.H hIOL Sr.hY�moll� GolNprnlo prpper 'Jb'box I Lp.� ----_ . _ _ - ' . ._' � .�"'� �` �� ` � b n�wnaln�w ILMI PAR UMMu pcwNolfa GNrw�EYn �6'box 11 Low __ _ �,_,.. ��._. ._ -- �� lNatr U� �� •� /�w x�+�blor+' Dlw�� I gul � L:orv : � ,�-� �..� � � � �� ♦NU D6 MgosariMioi x'Euih bCrr�t' Kes�rpp PloN 1 yal 64 Low -• �� ._��, y � _ ^ . ... . . 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''__ _ - �,��rE,� � � �� _ o ;I I I I I-1 I I- � �=1-�Ici i i— ��8. =l I 1-11 I I 1-1 I 1— —I I 1-1 I I_I �— � :�. �v.�.�� 6�,�� .I 111-111-111— , � �_ � — �- �,—I I I I I I I—1 I_I -1 1 1- ��,EM, ~ _ _ _ _ __��— �,��,.��,� �- _ _ -Blaek Poty �I—I— � 4°dlameter draln roWc or L ` T�M '�eBO - — — approrred�e9o°�:e°deep. W lataral PVG.Ima.5ee 20°nm�. t�. Plaitmg Pi! Ip �I ��— Sto Dorm SYake -I I_I.I�I.I I—I.I I=1�I�� .I I I—I��. � �I�(—I�.'-�dm�mtn.�3° rm. ' ct A8°OG.�min. . . I charC 4or WG Itde,ral slze �-1 —I Tto doxn stake -I�) � .. V2°Flax I� '�)1=1� ��—��=t� �� aiWln 3°�aP -��)�'—I I I—I�I -�I�-I —I I' ��I I~I I��...'�'��flnlsh . �(_I.:_ �. . . .:.� .. �4°long+r4.rebar �� Wotrig . ��111=1 I 1-1 I I—I' Bm��'. -'�i—I I I—I I 1�I—1��- I I�(—,I( _►I I—��—��—�I 1=1 I�' ��«a��m 8nai�ia�a�nm � ARCHITECTURAI.TECH(dOLOGiES �co�nn.c�or �I .�I� �%n�p��id�y�p q��'to W W W.BPC�E'C�H1GC0141 r�c ra scaie Nor to sw�e rae to sio� wc ei�p etttmgs w�as�oe. Noc ro s�ia QPIZ00� ra DO'Q1`��O'�' 01-DIDD9 OI-I0166dw OI-MI002 DI-DI005 9 0 East Northem Avenue, ul d rtg C g�, A,,� y �p g p,,p.. Phoenix�Atimna 85028 �� 1�� (�'tb�� io{1P��ri�106� � 17tl�i�tC9�i� �6'�IJ�� tl'9�I��bQ6� � ��i�C�io� ��i6^ � ��f..�i �5/5J'�sf� P602.953.2355 F602.953.29@B Catifomia ��tegand Por epoaew 99 en Bou evsrd,Sulte 840 �nms,��ym 1�1AINLIf�,LA�TERAL. MAINL.INE PI�STIG 120 VOLT ��,,��,l� SenJose,CaUfomia 95113 ��p�� ANDWIRIhIG I�cTERAI_ II`1GONDUIT p�p�.�� p408.498.0676 F4Q8.4%.9927 � (�llGhldB9��BI'� flq�(Cp N 0�'��d Obd1CTGbGtl1 .�Pt�9Gt �1�i��i�' ��1�4 � �;_�` \ �° 12°-18° FtrOah . marn�mmwmar�ao7v�umbameraavc cye 4ro� �nt��mum�Mmmmmamawmim�f crvm � � IB° ctean.hYableaoil � . blackplasdcva�lvebox. Peagrwel dc�amoam�ewmcoacmmimac�ac�c � \ � � . 0aet�Plil to tro - 310°dla.:rovnd en or ae�mm�crman trtato3tdbv�mabmamumm� LaCerai � �. . t�1°PVG5GH90MIppie �MC��l�ro�o��..-s��pumb � Troaar�3Wb \ 24� wRhrtnrOclaOP mmm+M�k2mc�b�daNm flatr�r9mAPCl�bt�4rn � ` o; � / -^i F-6^�° -1 F-4°-a° Flnmh grnea. m�m�e�snm�.�vmanm+�,ac�r�rec � � �; �,�� , I 1-1 I 1= =1 1= ��a a�� ,��,��m� �� r + t + bate vaMet Ihu aim.RePor W km � ' � _ _ _I_,I I_I'I: ,I I_�I p . 1P5.Fleu Nose ew6tg t�Oge mct�ra'��rc�m�m�ara7� I ' + + + + + r + ++� + + �I'�I'I . =I and legend for�mmwPactvrer and a�nembly,lengkM variea �m�mmt��tr�� + + + + a + � + °�� , + + r + # — _� model wMter � me�Ynx7amopa� . �mw�ctaxan � + + + + t + + �I'I � P.avnd valve box eMereloN �CaPN(ght-Af�7�i 6�'N113 �o+^�'• .+ s +. a a � + a + T� . �'!P� • + + + +�+ + + + + + + I-� I � �0��d' Root YVc¢arfig . ` � • _ T 5ustam-eeo �� In Associa6on wilh: � / / ++ ++ a+++++++t�+ . }+ + + '�I . � pimi�Par /��... . + + + i + + + i + + .trstolt all 1?A volt � { P.V.G.mo�e ter. speciflc modei. � � o + + + + � + + '�r dAG n7e M condult I.�� I�1 I—)� I -�1� + + + + + + � � � + + ��7�� G SG+t 40 Tea / \ � \ ��lNc�to bn / + + + + + �t AII maMimea 6ha11 be MstaRed + c�odas. � — �I—�'I— P V.G.maAtlMe / \ \ � � �.�...� Va•cnt,�tran �� + + + + + per mawFacWrerb spec�rcaErans. r + � d�) . - � . . �.P� ptxea s•-a•nom mmo + + + + + + 2-vi°ma9,Uro a,a sma�ler dr�l! { =I I I��— — — —) °b�kf,t wewa �\ � �-—^'� ac aM.b.6•-a°erom ba�a �i°� O + + + + + + + ,� __ av frm.�mism otlmwmc - o� + + + + elr 1 + t . I ' �� j�,.� 3/4°dtameter�atn rack or � t�bter' IPS.Fleu Hcea � . no vo�m se�rm a!4a^ ohoem. �TioYd 2 + + + + be amese+a mm.aa°dsep. + + —� e ai,6° oc.am afisro ba�m � � + + + + � � .� I �j��?—� 1 I- aPProvad�4o deeP• wotes. . � PVc tatera� \ � / ��.�. + f 3°maNima and�s6�it bn + (:f I� r Iq I.Hubclere to be Mstailed at \ / �+�� + + bicted c mfi.a4° + a + +� . , . + :+ + +� t t _ all trees�speeiPfealty rmtetl � � �,„.,,..e,��,.�,,,, � . PtOt'Ej . + + � + � —I' � �—i�—i i�—�� onkheplan. ,s�ra�o��s�.s��.rAes„n In fllope eRvauon-omRters _� 2 Ueo er ratee gws far ��Ri��6i8� ao�u�:.�oss rzo9�u.95,o.. ��B ��ly lo� T�e�� „t p�p�p�q (I I—I I I—I I I—I I J=I I I I IP�.�e�. �„„��„G T� T�� . . on uph�0�stae oF tne�or �wrmg ai IC mEervats. tre tro+xhss Prom stde Ea � shn�Ex � � stdo m ehcwr. 5CH 40 FVL . Not t0 Scate NOE to 5cafe Not to SGOIe � Not to Scale -D OI-Mf008 OI 1003 ' OI-DI00 D�t 'fube �(tter Pl�eerner�t � �'i in �nd �tr9n � Gate Valve u to 3°° �tze � d��e �oot Tree �ter(n atem � � vz°eiack Poug-nromg-kiww NOTES� NOTES= � [arwn 91p vaNe enougb hose ear remaval oP Bott or RaMbIM � compreasbn PWsh cap from 1.Mwnt controttet per m�wfacturer`s i. AI�wlre shall tre Irrslalisd�r locat codes. � � � s�-vx r7rduer Bou. bou voc eonrectton oa porrabia recormnendatra,�. a. one vaMo ea�eara,va�ve box anly,vn�es9 I4°u w°aec �cr .Iastu .. n�se rv accommroaac�Pnrst,v�g. . .. .. .. , .. . - z a�w�trmq ro be o-ntalted per raca� onrei,risa��d�s pl�s or approvec ra�. vaWe box wi�ktny c�ov�pcareon � � � {--� ,/�, _ , ' . . _ 3.6wctermc m�owtra t�j aa�b "Repr�itatnro. s. va��ocataa;slwn areas a,a m'appr'aved eqvaL � t� _"_Illli� �II�1I fil-1 � .. . ...:.� . . ��t�� w'��'°��. �I I� �I I I i f .�� . . � - �9��, ��,�:,�P��- . A IM brt controiler wltlsdi euEertcr 5GN 40 PVG malB rzao-mrd-rao-eF-ai �= sir�p wres rrz•rrom ews. rr�spnso co eocro�oe . ��ee%E.�tl�t�perimee- �� PN.G.SGFf.80 nippte[d,g>> �99�0„F�+,� .IT" f i I�� ,`°� . •. .. .. ��a��'��p. �i_ � � � �_ � _ ��- ��-��,�.�+.�, ��ea Ba�o�. � past 6tware ana ts �I(I I �I I ll Po�� ,`°`�er�os e�. �. . , . . . evtrtnq I 3 � _ _��io��i�'�`�„'° !_I . �I Drip ImrgaEiort . . . .. . .. Per'ate M�ca�ca�n6r�ei�e�^Oc�an 7� � � — ur�lswrbed son. 40 61 .. �!I (F . .�� . . . .. . ond��trt wa6erElc�tt j�mctlon bmc ' �I � .�H.80 PVG�IL � �.� � , . '`I I I yy :. ' . . ' . 24 VAG wir a�d condulE. - � � 3/4'dtmneter drarn rock(or e— C��n�;��EJ��J V�/ /4° . . 0 . . � r approvai equal)t b'deep O I�I I I � �� n U1 — — � . 4 , � �"�—E�tetWe wnil .SGFI.80 PVG ntpple � � � . -I�I I) . � � . . � •. . . • . . . FinbF qrade. �� Automattc control vahre w@�6e�. U � � I—) - �- � DU'ect izrrta!24 VAG wftfng Eo •� v -I I I�1— f�E-I�t E E� �I app�y scortit,roK��u,g co�tt� �,ors�o�,o-oi�wos.vm�f I_I I I—��_ . �—i E E_i E'- (by 3Pti or eqvaU N a ctockvdee . � Birwl ANY�-t1F,6aoV,mhc t4 Phovida 30°IEnsar length oP o+ire. . P.V.G.Ma6i1Me. O � � dlreetfon. PosIE(are wtres Hs edra eNmmets .KePer W mnd g�gs wh�s.Pltot wfres sRnE[ eolted at eaeh vaive for eaeh wlre. � � � aM cwsa e�,ra[cr tNae iaven ��^3 6s a dtfFerent mter for eacn s�ares co be conea mdMrm,a�ly�d not c�g�ed. � . . � . . - .� wirGtq det�l Pqr'depth � . conkroffer M milEtpFel. .P.V.G.SGEi.00 maMltna EItEMg �' . � � � � cuet Toeatlan af eonL•ol pp Hyg w��}Q yB�.� � - � � Hot Eo seore . .._ � rroe ro seore � w�s• � � � . � Noc ta seare IkU�g 3t•t DEruY-6 or.aPPravad�quaL - rrec rv swre � � Oi-DIOOB � OI-Mf0lOa � � OhFttQ06 � � OhNf004 � � Q �i Tu� �Iush G � &�tre Goe�rectfor� � Wall-Mov�t Gar�t�oller(�xxte�tor) �. i�emote Gontro! Vafv� �i Q � U �teaa pve i2•awve+ws�,ga� e�rr�e¢�iemr o9 m, ct�qu�m`.�OL (fllh.�IQ2°)Wh/B kJDX�9(ZBd C8 � - �d close Mkk ted c�rd . . � . . _ r�meded 5ee pf�and IegeM For mmpiPxEvrer.Grnaon,MK, cop Thrs rs c t�ert��mca&tn4 W�te�rnce t.n.tcgy rnmberee m .�ss v�p�prea�m�� rn, ma ur�£��prpmg rs ptaeed wtho-e steeve. motck eo-wm as sMwm on d,s vatva�Wk �• DATE DESCRIPTION Ma6�lhie to s�hend 24`beyoi�d ;�a��_� � pfine. . � . o-e 06.04.16 PLANNING OEPT.SUBMITTAL y��,e�� Irt-prre f�itar�QFy calbd out aa�the bgond or as 09.27.16 PLANNING DEPT.RESUBMITTAL m�kitted P� .aupp¢ad wnh m�fp valve wt ' fdemals canh'ai vaWes�� P - 2�a�,. 6rne elae unran-bodt etdes. FMteh Ei+vde y a lSCN.ba) R�s�ra Re�iatrn'-MmJ bs eum�natea iF flteor tv a s proe�vre re�latMg fllker. . � . � tristaiE BaIE Vallo IP eReclP(ad �� 4 � on p[an or fwfvded nUh vallo I � Ltrie efzs unlon-botls sldes. ��`}t3 !S 6��i`�� Y �_�r� � v- � ``-�� F g scx.so Pva nppte[ienga,as f � sr,�+4o Pvc wm�e cwoprEr. 6 �+:r�i � [ ` [—g [g ` E f �N�J 0�—^--,n�,-,2- , EF E t E gr g E E4 { I �rV . �.h,=._.....-,,.��.�.,_ . .�..-a.._..�..,.��-� . ... F t—E [—fF��gpFg--B&�p¢pg pEgg —GpE{�E�E ttE F I—Ftt[F�I P.VL.5GFI80eil. � S' 8 fl�''�'i`��Sv�E��sJ�� titi o uLIJ�U � ' e . �� F��B C—B 5�a B 5 t—��i—)E F- . �1 . 3 �' �� Lateral Ifne to eprMk)er�.See ptai 4or�.stre aid E"t" _� SGH.80 PdG n�ple(tongEh m � P/G ctas9. -�- !I�I��[��. i f-i[�I I I�I �� f�E�_.,n � 8� ,�� ..��_,�.._, ��_,`��'�� _ � I I [I I-!i�� ¢[��{ I I[�.�' �,.��,��tt�. E ��_�,.� �� .:� ____ �e�,�. � W �g��„.; � � � �.. '� � — — �!—�E�[[� auromat�cano-o�vatm�� ;o��R m � n �E[- g1oE s �, �Sae�Ie1 C�af`s�b p¢p � . F. AII v�lre ehdl ba fistalted per lacat cadss. � n.�...in:�. � �p f�,"t�r'y,'"'C��f�},°�"^� .P� C t Fa"�r°`em� PVL.rmmlmo 4 . . . : . .. Jj. �P �6��p C.1 u��-!:8 bd �-�.��✓�-..1�.v.«� .-,.�._.. ..-..� �u.:us�r.��v:.�,-e..r.�-� � � _ _ _ pg 46"PYG � . . 2 One valve for eaeh vaNa box rmkf,eWess aFhenntsa �J� u,�. � i� Top aF steavo to be —��9� elFboo. 9/4•dieneter d'a9�rock(or cqrprmred rroted on 4f�ptmrs or approved Ey Larn7�capm 'c � ,. .._.._. i �— � i _ _ � �.»:�.a��.� �Y��.e�w��' pr�aomm.�s=[��o� F[(—� �_g • � e I� k&�@6@—pE� "s$ � nrvnr�xs. v�� e _ _ ��F tp gg @E es{ncp� `deep• . � ths 6attam oF road be�e. `I E— -�6��a� "`- 3M DBfW or oppround eqrral. . va�tn hcP).�a. ��e ... �. tog ti.c . � 4. Gistalt dNp�t per the meoiPac[uer§spectffcatfom,. c�o,�r�aaa i�r�oe wre�i��e�n.ro� mrs cesai�pro�raea�eyQ�.,�n�wir�t,-��,re�,� Mtriifmron 2 sfeevss tatd sids b� Pvr each H(re.Wk�s to be coi[ed tr�v(cfi�aik��wt stde at svery��aEtart unEess � othenetza nated an plta�. 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U�;::";m',,:�., up to�s•veH � i-s4•-box�aw ,r�-�s•-�ay.�. Shr'ub PIp1t Z � � TRFE RE!NOVAL PF7tMIT AR77G1tlON RMtM I$'�'IO'D�� S 2-1'4'-bOK PK tf+N 10�.Z4'�700�M"�N Q � U c:,,�n,u�nvik�.��,.�.�n...,e�xm Y�� cu* .+a. ��-n ..�F. .�,r-,.�n OP�-��70Jf PK�fW OP s�.�7��70'fC�P�N /Qk�h Od A�PW PM' Ls� ca.a�r»�o ++• �"�"iri"""� 1�'-afi'DEH 1 1-'J6'-b0%tl+N l-96'-bou k'N� P1OA�� --- .�,,h—T-- --j � p��.ar�O�wt a nd��f o � �!r°�'r`Q,.,wd'��ieh�w� DATE DESCRIPTION ti�� 08.04.16 PLANNMG OEPT.SUBMITTAL ". . " ''. TOtd T�yM RMnOvrd �8 ��er�,w�a1 2 MMIr� �olY 09.27.18 PIANNING DEPT.RE-SUBMITTAL . ....,.y.,. x� .r �+..rwr.iu �y � � �. � _.,e�I�m• � Y d`k.A�W_— ♦� •—^'� npvs,l!M 9�^w'd PMY�9 � l< .. �� { ._. �R u _._ QI�.�J�'�C�k�W�� P��MK�1Jr YI��IQ1r0 dl �i�/�111d11A��P11�/� �w� � f ,<'.....:W:� � � : •• � �qulvabrd trw r�plaewervk e+�qAr�w�wt o► YS Z4'-boz trw�. ao era+�. E -• ' � i�^ � �� - - � Total TrwR�pIoc�n rvqutyd. a �1-�i'-boec tr��'f-96'-booc Er�.',�Q r�Ploc�nrrd p'�r�quttid ��pm�g�in [��4'bac tr+M�aMMdw�U tledfrb b b� Or 21 24'�ax h+�M��2-�6'-bW�hyN��r�lOG�nw�t tr'N�tiQY1'+Id ..e rar eve�.rrs w (�24•box bw rquMalw� /�� _ .�..rw.a+.e..c.ww.o. �� p�r r.w I�seel�ll eryoeac a�w�a�wr�+b ��R� •�T� Mll to apw d�is: �` _ P�r eFv plaittg plan on slwt LZ w e»pnqw�rig evN tnes to b�pla�d on!hs�It�. �s�� .,� . tl,.n�r+a+�..corrrt w ur rabr�hg qvmt,q..w nr.t an En�.r.pk,c.nrnt � ��,W— � ryquYwiwriii o1 tlr r+smvaW MNs os d�set�'R�d d�ow. p1st �.:. . �.• .,., w.,,n..sewy sr s�n.�rn asVr r...�w�r.t _ w�ie�B�rN�A'. *'—�— . :� ID JG'-170e[b+N� 86(IEeQ s 86) �1j. -t—��P �;::'. .� a �c w, ,w a q '24'�he�t 6'r�� A I�hd s eU q _' Y . .� t 1�' ,..:n...:. • . _,i � . ana�wdco.�r: �Q�CpL� ; 27 � Ildl.uaR ar�t19�d - �--- ._. ._ _._._ --- 4�� .r,...>.,�-..«,.ro» �,arr+.�:w:V n.� IC_ .__.. _.._. ..._ _.._. _. ..___. �y qy�a7tty of 24'-ITvz IquMaUnt e'�/�IaGNMrt tr�s�s Is n,,,�-. 5 ,..� .. � aa,�w< ...xw s�. ��to th�24•-b�wc.c�Arol.n!oF trws n.mo,�.ci W L4 ,�r...o-.-,..,.+w�w:..__._. j.'�. ` i�.:. _ ., � Ibt b lyd� Not tlsed Tree Removal Permtt ficls Tree Prote�tlon Notes 6roix�d�over Plant wtth Tr k�r PROJECT N0:164141/KLA 161820 z•l�t�rs►►e-raao�r�oe s�oa6 amr sw{aa�c n[stw�staar ona�s�waowxi-�maa�s N�-a-u�►1 nrws y�iwrre �f�e�� t )�o�a ��ro��Tab9��+�1 �. n,Bse fans nava bee„ ve a to be In co �mnce w�a,the state-mand6teli hbcer Irrlgatlon 5chedul e P P P�'B mP Annuai Efo for Gvpertino-45e3 EffJctent l.anchccps ordlncmce MlEi.o).Ha,rch wa,it tnto effeat ori Dec�mber�,ao�s. L sse tne�rr�gac�on bas�sched„�s as vwnwea w�m cha uragac�on piams and rwtss.-mts the foiicratr�g rrotes reFerenca the rsquirements of ths ordtnetce and the resporerotllty ts a guids-'fha landscap�,contraator mru�ne�f te make madlFtcatlons based om oF tae�traator to v�tou»,e per the plcns,a�rai�,�,d�eg:pr�rda actuai eite ana tanascape concucion.s.�vc�a sra�ea�,�e snau be 9vtnuttee wi�n tna Ul'PIQlPtBP1CQI LQl1�5GQ e �i tho realuU�d docum�ntatlon to th�Icco agency;�d provtde follow-up correcdon as GertlFicate of Gomplstlon. reclutrsd to meet tfis water�FFFtclency req,vlrements. 2. Overhead Irrigation shcll ba schaduled betrieen B�DOPM and IO��OAM unisss �''O- Plant tiydrozone svea Percentage oF E7qF x nreo Ircig. otherritee noted on khe piems or mare strlet wakaring hovrs are requtred by the loeal wns ValveS Plonting Type hhter Ilse Faetor (square feet7 L�+dseape E7qF (sr�vare feetJ T�e eF Irricjokion afFic. E7V�N 2. Tha landscapa contractor shall coondmaYe with the Iocal,jurlsdlction to datsrmine who jur�a�acron. � 13 5hrubs Low .3 5,476 sF Sb.096 37 2p2B.1 Low Flow Bubbier .81 Sb962.6 wlll ravlew and rotetve the Y�LO doeurnentallan that ts requlred to be provtded by 3. Tha Imlgatfon erm ttrnes,length oP nm,cnd preelueney oF run timas mruj need to be � }��.�}p�.. . � � ad�usted based on InPlltratlon rate oP the scll,91opa,etc.to avcid runroFF. 2 4-5 Shrulr L�ow 3 2404 ef 29.'T�O . .3"f Ip75.b Low Floav Emltter .81 30,208.1 4. 'Ihe speciflc parcaneters oP the sita cond�ttans�a-e to be tnput Into the�smart' 3 6-'7 TreeS MedWm 5 65D sf b.b9b b2 401.2 Da Root Bubbler .BI 11,26q.1 Lanclscape Documentatlon Package wr�trouer. BP I. ProJect triFormataorl and stgnatureg-'fhe stgnaWre oP tha I�ma�e archltect on 4 O D.G. Alone O ?50 sf 7.7R3 AO OA None IAO OA these�andscc�e ptans Is appncable to tne statemera-°�ogr ee Eo tns best oF my Irrtgatlon Audlt c�illW to wmply nukh the requUemsr�ts oF!ha watsr efflclenElar�saape ardlnartco and 1. AII irrtgatton audikn shall be conductsd by a certlfled lands�ape trrlgation audltor or eulaniF a eomp�ete�.andscepe vou�msnt wact�age'. Iocai agency�andscape trrtgotion auditor. Tot�l O�`tlAmerlt�l q;I8D 5f IDO�'i 3,504.�t 4843�l.� o�t 2. !n'ater EFPtUe�Landscc�ie V�h at-5sa MAWA and ETNN,ca wall c�tiydrozor� 2. The hrigcrtfonsys tam shail be audlted aFt.er It hcffi been Ir�talied and'flno-Gmed'. The if�oematton Eabie on thfs shaek. audit report b�o be Meluded wikh the GsrtlPivate oP Gomplatien and shall tnelude,but 3. Soll manageme�h ort-5ee NoFss requfremenls c�r d2�cribad below. ewt bB I(mltad Co. 4. c�e�gu„��ian-5ee Pionting Plans cnd Detalis conkatned within th(s set of -5ystsm Fsst fcr dLstrlbution unlFonnity L.�PIL�SGQpB�J'0��Oi^Y1QM0i1$QI I..QYI�SGLlpB �;I80 sf d��:u�m�n`�.s -Recammena�rore for cm aaJustmer�Ee tnat may ba r;aedea. 5. irrlgatton Desfgn Pian-5ee Irrtgatton Pitms and Datalis eonta0ied withtn this set of -Preparation of an hYl�ien s�hactu�e. EYA�x P�r'e�-Ornarneetttal LaPtdlSGApe 3,�b4 g sf do�umsnts. 3. The conMactor shatl ma the adJus�nenks cffi Pecommended In tlte IrrigaGon audit. 6. enndmg cesiqn�an-ro�provmea ay tne cnni e�gu�eer-ses cnm a�u�r�s Ornamental Landsca e Irrl ton�ffietene 0.�2�fflei�nt � � � � � � pi�, GertlfPcate of Gompletlon � � y t. Ths conMactor shail provide:to the gwernMg Jurisdlttton cmd the landecape archlkect Esttmated Total Water Usa �(�TWU)�S�lo 5L� �8;43�."t allons 5D11 P'�AYtQgBM1lOPIk�'BpOPk a GerttflcaEe aF Gamplallon khaE a!o.mtnlmum include5 the following� 9 ° ,�ItCHITECTURA9.TECH�OLOGlES I. APter mass the contr�actor shall rovide for e sotl anal Is that shall I -Date oF compiatton and date oP the Gertlf�cata. .�� p�.q � � � �y � spaciF[c IocatlmJ. P�QXIf11Uf11 App118lA WG1tAP�tIIDWQPIGO(M� 123�Ob.5 t�QIlOPtS WWW.dPCtBCiB1C.Eom wtEh tha Irements dad below. anaiysI9 re ta!o ba Forwarded ko the -fl^o ect Name and Addra3s for ia„�cape ar�n�act,o�,�,�go�.�tng Jur�cticn: -Pro�act AFipUcant name,telepiiorta ram�ber,ana manv�g adarags. tHawA=t�'ro7G6aJll.4sxt.n/�'.ssxsW) A�iiona 2. Soll Ies shall be collectsd In acGordance ailth lobar otocol inciudl -R'ope+'ty cwnar nane,tale numbsr,and malitn address. ea� Qt°n!Pr n9 � � MAYVA=452°b2°lf.45 x 4;i807+f55#O)7 Z%0 East No dvenue,Bull,ng adequate emrq�lfng depdY 2. The landscapo contrackor a II aign a atatemer�t acn�s die landscppe and S. i4t laast ana sampta 6hail be prov�ded For each 3opoD sP oP landscape unlese Vriqatton has baen IrataUed per 4ha o{�proved Lpndscpp�Document Paakage fplans. MAWA=3d.1'�(4�401 A)+(0) Phoenbc,Artmna 85029 otherwtse notad by the landscape architeat 5ampie5 shall be taksn From dlfPerent dsfails,notss,caltulations�contatned wlthin Ehls pian sat. p�qy�q=I��Oy�r..y p P 602.953.2355 F Bff1.953Z9� areas of the site c�directed by the landecape archltect.For multlpio iand�cape �. IP thare havo been mcdtf�cattoro'to Fhe layout[md/or dasign oF tho londscape cmd p�p,�,=ia3,�o�5 Catifoenia . I(�tQIIQC�Ot�(1.6.ptOdULLIOfI FIOM9 d0V910�7111811k5J Q�ll BOff�711(Ig.POt6 OP,I 61 7 lOLS OP �'�10lI.the contrac4or ahail Include with khe GerElflGats oP�Gompledon�a sat oP . approulmatsly IA3.!.e'ge landscnpe pro�ects shali satnplo at a rats equNolent to 1 fn as-built plaro or reco�d itrawMge that reflact�s modiflcattmis.Tha modlfied �)�5 1055 k{'tOP1 A9AWA- 'rJ' StBPC9 PI'119A$5 WG9$BP EffIG10Pi$LQP1(�SGd 6 Ot'CdIPIQPI6B � en Bou ,Suite 840 -►I�q. londscapa pnd tcrlgatton mva!remafi fncomp Il�ce wlth ths YJEI.O. � p San Jose,Califomta 95993 4. Thq Sotl Anal�ts shall Inaluds tha Pollowlru�� 4. Tha 6erClflcaFs of 6ompletion sFlall Incl tha initial Irrigctton audik that shows.the P408.4%.0876 F408.496.9t31 -Satl taxtime Im�gation�s tn tompItance wlEh tha Trrigatton effjdancy reqoMsments of V�LO(sea aud�t rnour,�mo�ax,��aan -Inftltrottan Rate[claterm(ned lab testor sotl tsttqme InFlltratton rate tcd�le). tnFormctlon withtn thts set oF not8sj. 7ho satl atial Is and recammendations and ��"��°`�'B"�""° pH � verificatton thdt tha recommandatiorffi hava been mpl�shail aiso be stibmittad IP�IQ�Q06'E��Ilf�� -Yotal soiubia saits If not fncluded wikh ths Landgeape Dowmantatf[m Paekdga. ��71qm,�"�„ �� -SodNm m�as�noro aw�ms�cocmcmnxtarormn -PereenCOr9 anie mater � . . . . . oem�n.smaao�,b)ct,n�m,+�raae�rm osc�adae67eemmmrm�ro�o�cynat, -RefAmmendaltoM3 Po1's011 Gmendlnents,PertIIIZe1'.BtG.POP tha tt�7s aP iandswPe � Valvo».� 51za PI�t e Irr Ion T e IefFk�. Rcrte� GPM Preswre �t0��11��'PP°� ��'��'�� b9.TyR. �9?t 9P �mmimmtad�.rbma eonaw�:ttlmm plantM9��• a�e�m»so.a°`�ana�arteamamm» 5. 5otl Mal�is II be ecndueted by an e�Provad soll testing lab. 'Ihe followufg ca^e � � �° 5twbs Low Flord Hubbler .01 10:! 20 e�o¢neaaau,ma�ammaaRiasaFc� acceptabia lbuE nob requtrecU 147�� amwa Sunland ytical.1141a 5unrbe 6old Glrcie.5uits 10,Rcmcho Gordwa,GA q5742, A regular malntencmr,�schsdule ehpil be set up Por thts pro,Ject to pravtde Pon 2 1 J° Shrubs LOw Flow Bubbler .81 l3.1 20 ��m�� (QI6)95i2-8557,www.wnl�d-analytical:tom. the health and growth of ths ptant materlal as weil�the efftalancy oF tha ae,os�uc�m�r� UrtgaUan s stem. The followtng ts a mmtmum i�t of Items that ara to be 3 2 1° 5}irubs I.ow Flow Bubbler .81 3.43 20 Sotl and:Plcmt I�.It015.Wtnchestsr Hlvd.,5utts G-I13.5an.tosa,GA �15128. ��,8��y�Bd on a regular�basts. : q y i° 5hrub9 Low Flow Em�tter .81 1?.4 20 ��-��`��3 6aob17a7-o330,wwwsonancfp�rmt�aborctoryram. 5ot1 cmd Plant Lob.4141 Faet HunFsr Ave,5uike A,Anahelm,GA 92807,(`(14)282-87"f7, 1: Tha frrigatlon 6�stem shali ba rrtalntalned on a regular basls to ensure 5 2 i° Shntbs LOW FIOW EmlEtpr .81 3.43. 20 �n Associa6on wilh: �+Y+��t��'p��y�• ePftclency. All Feada valvea,�d other ec�utpment shall be chacked arrd b. '1he recommendattor�of kfie soll analysis are ko baunplamanted tn the landscape soli cuiJus}sdto cryald ovarspray. Ail leaks are to:barep afrad c�soon as 6 3 I° Tree9 Root 6�ib'bler bl IOA. 25 prepdratton.7ha�ontraetor shall provlda do�vmentaEton,prior to ptemtv�g,verlFytng poss�ble. Replaeed and repa�red�erlgatwn ae{�tpmsnnt Is to k�done w�th � 3 I° Trees Root Bu�ter .91 I6A 25 that recommendatia�s hava baen tmplemer�ted to tfie landscape architsct and the ongmaily specffied aqytpment ar eclutpment wtth matchu�g precipitation ratas. governing jur�dictlon. Landscap�i7�sign(Plantln� 2. Irrtqat[on emtssion devicas are to be checked and repafred as needed to i. The 1 a has been desiqned and lanks salacted to b�co Iiont with tha e^Sur'B minimal overspray,no leaks.�d efflUer�operclton. Drtp emtsston Q"dsr� P �^P dev�ces(em�ktsre)may need to bs adjusted�the Plmiting moWres and tha �ulremenks oP the Y�O. Tfie contractor.shali not make chan as without writtan roval by tho�aidscrr�e architack ii the contrnctor devlates from khs plan artd It wifff r n aaeme�e [�dedt�for lants thatevi�amwailyto rwch� ��C�� is not acceptab�e.to a,e�o,ia9crape arcruceck the co�;tractrn�wn�ba rec�uUea to maxe ��r�,. � � "� � "9 �stetb115�1Pite7lt�cflwto�1P'B'9��BOP6�Gh�clul� � ,w,., ��a.� ehartges at his/hsr expense to br[ng the landseapa tnto eompllcmee. 7fib sehec�la 4�ba9ed on av ircl atton to the snp exfra moL�b w naeded ko ts roo! wFh for kmt ,s,�"m^��.�^,°�.�`s�," 2. PlonFs hwa been taced tr� onas'oF simtlar waFsr vae Iremants.The axtent P+' � 9 �P P�'OmO 9*O P 9��1�&�I�hBL3� ae��:.��rzosia:.s„o.. P ��02 re4� 3. The conti�oiler fs to ba checked and ad�usted as neaded to e�sure there I� establishmsnk 5pectP�mlcrocl conditlore�d obsenr�d waFsr needs,soll,slope,sun exposura,atc.will rac{utre oF tha hydrozonas are dalfneated by ths grouPs of lrrigattan ch�cuiks as Iisted In ths mintmal rvn-ofF whtlB me8ttng the wnter requiramants of tha ptants. adJu�tmer�t oF this schedule tn the P�Btd ta mse�the uniqua nseds oF each c7cu2.Gontroller t�to be connected to Hydrozona Table.-Mcluded wlth thess plans. waathar sansor and wlll adJust schedula frun times)cwtomaticalty aker tho optimai sch'8dula hw been sek 3. TurF ts wt allowed on alope6 greater tha�259b(4.U. 4. TurF is to ba moev�d on a reguiea�basis to lcoep tha haiqht at em p4ydrozone Gtreults Plemt Meterinl Hll�e� e�.��II �r 4. Mutch ts requtred 1n all picmlmg araa sxcept For birF,craeptng or rooting opprcprtota level. TurF m�eas are also to 6a da-thatcfied and aeratsd �.�.��.� ^�"�•�°GR �.�""1^�� groundcovers,direct aeeding applicatlons.Gol�Ie areas,pr othar areas spaclfiwlly approxfmatsly every two year3. 1 13 5twb�-IITtp l.ow t^hFsr 10 cycles/mcnth oP IS cyctesfmmith oP 30 cycles/manth oF wtad on the pians. fia muich shall be a minlmum oF 3",but the depth as 1(sted M ths 11�e 20 mlwtee each 30 mmuG3s each 25 minutse eoch plmittng lege�ahall taks prlority. 9. 5�ond trees cme 4o be prvned to maintaun form and remove dead or 5. 5tablltzing muichea shall ba iised on all elopas axceeding 4�1. 5ee pian or coardlnat� c�ing brcmchas.Trees ara to 6e prunad far Form cmd safety cmd svckering 2 '+-9 5hn�-D+'Ip 1-cw t�tiker 10 cycles/month oP 15 cycle�/month oF �O cyclae/month oF � wlth I�dxape architect. is to be remwed an a regulcu�bc�fs. Ilse 20 m(wtes each 90 mVwFss each 25 mtnvtes each 6. Sotl amendmer�ts shali ba tncorparated per!ha eotl report.Gompost must bs apptted at a rats o4 4 yards par IpoO square Peet oP permeable area. Gompacted solis Ci. A regular program of wead�d past control is to be estabitshed and 3 6-7 Thaes-Ront Hubblers 5 cycleslmonth oF 5 cyclesiincnth oP 10 cycles/month oF must ba transformed fo a frtable condition. folfowed. Pe5 It c[des artd hePofcide5 ara tp be applied oniy when needed ID mirortes each IO mlrwtes each 10 mlwtes each l. The slgnature on ths I�ndscape plans ts opplfcabte to the statement-°I have �c!by a staEa Ilcensed proFessiortpl. complfed witfi tha crlkerta aP the ordincmce cmd appl(ed them for tho eiFfcient use oP �m cna i�a�B aagiy�Pi�,^ -1. Bark mulch ts ta bs reappltad c�needad ko er�ure Puil coverags to �t�blish0�.L.��td5c�� IP'�'t��tto�1�h�dul� maNtafn watar retsntton fn tha soil and detar weed growth-sea pim�far ypi�,,scheduie Is kx+sad on kal seasonal weather condltlore. eclPic mlcroc�imats condlttons arx!observad water IrNgatton De51gn depth oP mulch. - �!P � 1. TF�e Ircf atton watar 9arvtce shatl ba on a s mater or submater than the needs,soii,slope,sun a�owre,atc.w�ll rec�utre ad1ustmart oP this schecN�e trf the Fleld ta meat tha unlc{ua neads oF . damestt9c sarvtca,this is uired far resfdentt Ila�ands ae over Sp00 uara feet each ctrcult.Gontroltar ts to ba connectsd to weatFer sarsor cmd wtll adJust echedule(run t�rtres)autamattcailg aFter cmd non-resldentlal Icmdsc�'apes aver IA00 squar'e fee� � the opttma�echsdu�e has been sat. 2. The�rrtgatron controller(clocW ehall be a'smark'conkroller using evopotransplratlon y��IGI�'t'�4�,�PE�IPd�a�lGE ►�d+'°zo� Gtrcmks Plrnit Matertai tNu�tsr �rtr�ali 5ummer or soil motsture ser�or data to automatically adJvst nm times based on��cape "°�.°aG."`�'."'' °ct �'"b.''��'°''� areo watar nesds. � Plm�tfr�m�d Irctyatlon have been des[gned to bs�ornpllcmt-wlth the Water I 1� Shn�h3-DrYp I.oav NtnteP O ayclas/month oF (O cycias/mankh oP- IS cycles/month af 3. 71te trrigatlon aystsm has been destgnad for each emission devtca to oparata withtn �P�o�enE Landscc+pe Ordtr�ance.The�ontractor shall.not make eub3titutiaro of �e d mtrwtas each 00 mtnvtes each 40 mhwtss each ths marmfacturer"s recommended pressure range far optunal perFormmnce. If the I m t q a t ton product or ptacemant of p ro duct or plcmtsp acles and wltivare without a qx �xu�-pNp Layy y�ater• O cyclas/mmdh of fo cyclea/month of 19 cycles/moritN oP water essure at ths servtce com�ectton Is dlFiei�ent Ehai what ts sForm an Ehs tons �f t a n coreant of the L�kcaps A rchitec�Th�c o n t r a ctor shall be resporeibie pr� m ec P iJ� o mmuFss each 3o mirwkes each 4o mfrwtes each . the cor�tractor shall notlPy die�Icmdscap e archlteLt prlar Eo U�taliatton of Ehe:&rtgation for maktng ali modlflcaEtons to ensure ths rec{uirements oF the Water EiPicleat � sysFsm.Gontr�actot�shall�hacic avallabie water praswra bafore any trNgaEton ��PB��^��f��!�9a9��.1'later'use calwiatlons 3 6-1 Trees-Root Bubbl� O cyclea/month of S cyclas/month oP 10 cycles/monkh oF d- u�Eallation.Pressure r e g ulatron is re q utred to e�wre correct and eFflctertE o peratton. ��'��^��a picros must be mat. The si�ature on dits plan concurs that O minutes each 'i mmutes each "I mtwtes exh � 4. Pressure:regulators or booster pump5 shall ba Installed if needed Eo modl�y avallable "1 have compiled wlkh ths criterla oF the�cater consarvation in L�dscapfnq � � pressura for tfia opttmal.performance oP the Imtgatlon emt�sion dsWces.ATI emtsston �«��appltad them crccordtngfy Poe�ths ePflclant use of water�n tFis �.- � dav�ces must maet tha Amertcan Natlonat 5tandards Inst�tuts 5tcmdard Sea �'�g��planEtng destgn plcm" O � speuPicattons on khe pimis artd refer to note�3 abave. �,_, 5. R ratn sensor shall bs Mstolled cmd tted to ths control tar-5ee pfan far select�on. U � 6. Gats vaNe(s)shall bs Instalied dlrectiq c3owrt5Eream of the servtce cormecEtonls). 7. An approved backFtow preventer sha�fbe tnstalled ak the Imtgatton service •� U 8. Ghec�tvaNa9 shaP�be tnstalied(n alI heads at ths low pofnts of a ctrcult where waEer O O w�Ehtn the piping may dratn out oP ths head whan#ie systam is done ope�aErng-5ee �-. � � 4. �lan. :� �ow sensors shal�be MsEalled to deFsct and report high f�ow condtttons for � � Icmdswpe areas greater�than 5A00 acluare feak � . 10. htoster VaNes shail be Ugtallad to prevant water waste In the event oF I�reakrrge or � �- vcmdalism to the irrigatton system,except where sprfnkisrs can ba tndtvtdually � conk�olled. � . tl. The trrtgatton cir�ults have bean dasignad to wmespond to the pkmEf�gh�rozo nes. � � U Gficmqes to the�lrclgation IayouE cmdtyp es oF emtsslon devtces aro rtoE la 6a rrtade without ths writtan cor�ent of tha la�iscape architact. ia. 7he werall lrrigatton aystem has been dssigned to be a mwmum oP�efftueeiE. DATE DESCRIPTION ToEai water demmid oF estabitshed landscc�e has been daet�ed to usa tass prater � thao the Moxtmum Appiled�lNotsr Allowancs(MAW/V. 5ee irrigatton SchecNfe ond 08.04.16 PLANNING DEPT.SUBMITfAL Irclgatton Wate+'f�tidlE tJotss. . � 09.27.16 PLANNING DEPT.RE-SUBMITTAL 13. Tha IrNqatlon system has baen deslcyned eo that each Urcuit has maEched prectpltaEton � ralss withtn ths cVcuft arfd hlgh dlsirlbutbn uniformtty 'The canMactor shal!noE sub3Eltute without�written consent of the landscape archttect. . � 2 . 14. Swirtg JoU�ts shall be installed on ali pop-up heads per the pIcros artd detaik. 3 I5. Areas t�ss Ett�f d0'In width hava beert IrcigaEed wtEFi 5ulrurFace,drtp,or low vafwne 4 Urigattort.�If coretrvcE�on stte modlflcaElons reduce spray hrlgatec!ptcmEer areas tess 5 dum Io'conwcb tne landscape crctUteck (6. Overheadspray Imigatton heads and noules ars not allowad w�thtrt 24"oF 6 non-permeabt��prnMg.Thts rec{uiremsnt does not apply to trctgoEton that ts acElacenE Eo parmeabte pavfig or non-pertnaabte pavtng that dratns trito tcm�e before e entertng the storm drafn system. I'f. 5lopad ptcmEtng areas�greater�than 254b(4.1)have beert destgned wtEh&rtgaE[or� whose practpltation.rate does not axceed:15%fwur,or another maar�has been �DSCApF emptoyed and descrl6ed on.the plarB. -aa: a � w`��,. IH. Treesmay be desi ed wlth a te dea root bubbler s tem-5ea Ehe &a�. /Y��`'�s`�� v. '"g i 14. 'ihe s[ ture on d a Irc ton� itcable to the state nenE-W have p Fted �''.Ei�!��tl�5��:.��`�� • �'�� d �° '��/� �� 9°t P aPP � ��-_.e...�--:-.�a f.�c-r��s�-^,�, d m �wltfi�Ehe criterfo oF Ehe ordfnance and applied them accardingly for tfie effPctenE usa oE ��,��„ ha• �,� ,�E � =a��,� � wqEar tn the tmtgation destgn pian.° �F ��::��fi'�w`"�' �,;��w� 6radfn Desi y' �` �t��:��e '� � � ��. . �"a-"�+F�Y. �,�' t^f�, � u�� P i. sea tt,a a�ac�a and arainagB pi�,�prepa-Bd by ts,�cwit e�e�.�ta�ascaps ��z�-�+ � � .�,�� a.:�:,�:� ,,�: �-��, ��cF cn��F� cpn4xactor shatf mat�am tha:dratnage pattsrns as spe�ifled�n qrad�ng ptcs�s. .��=:_�----�.-.=�+ - �' - � 2 The sf t e{�b a e n ra d e d so t ha t I r rlga t fon e m d norma�nrtr o f F remafers w R t ifrt t E� "�"k-�� prope itr�es,unt ss oth'erwLse wted on the 9'"��3 P��- `4"`,;�''4 f� 3. Tha I�s ac'eas�m�}fnclude b[oswales or flltrottan svcates.The tandscape . . contractor sha�l Mstall these par Ehe requtremer�ts oE ths ctvtl ertqtrtser§pFans and � ,F'� ,,y . d e t a�t s w�t h t h a p i c m t m g p e r t h e s s p l a n s.A n y m o d i H c a t t o re m u s t b e a p p r o v e d t n G��E�r��,�,„S 1�� wriEGig by�Ehe cNtf engtrteer artd the landscape iv�chlteck ' . . �. _ .._.�..-d�-�.�� t �,�.m-,-s� - -.�z . � y � .a�` Lti2�."2'.dci,;z,L,4'�u PROJECT N0:1641411KLA 16-1520 Z.•�CAOFlLE�CADRLES\PRWfC1�,16\16-1820\19900 57EV£NS C(t£E7C BCVt3�ORAV4NG RE6EPLRNS�CON DOCS�BqSfPRRK/NCRt-t826AWC(Q4 27-16 25�I9PM} Plo#ed by:Nata/ie