The URL can be used to link to this page

Home My WebLink About024-98.8W � Q � � � � � ,, ; {F.. ..< .�1;� . . �� 1�\\ � ;..,� . '�, h. � . �.� � � � � I `�r g° �; `• �' , < � � ` < :-. �` / � � ;. * ',�. .:�`; `� . i � � S�' , ,., i � 2� .`,, � , i � Q �,/,�, I � \ � .Z. �� r�' �9, � �'��° I I \ �'� \ \ i � \ � � \ 30 9 = 32'15'00' � \ 22 � x.: � � 8 = 261.00' � ��'"'- � � } � f j � L = 146.91' �� \,. i I � \ ��:� ��; � � 9> , } �. I,,• t� , � � , � I 23 � � 3 17 '� { \ 22 R2o'\ � �s ,_ ,, ...:.- � � �' �.:�:.. 3 `` ► {,�,� .�. S00'00 00 E I „ : , i,y I 1 , � � '� 5.25 � y� -. � � I � ��s +� '� � _. : , � ; � !19 1 � ., � >>' .�.:: •�e. � I � .:: ':` 5 � � ryp� \ _ � .:: ; -, � : . .... .�'Y" �. _ 23 30 I � �o .._ . � �h #�: I '' �� I o �, I ��,�� e. �� ,r. �o � �� z�. Rto } ° , I I \ ' �� e, � I t5 �" `� � o ,?, '::`::`:.':;::;: •y`�' I �� . ,. � I �, ' � � i_ �, i �, �, o � 23 ��` � �; � � �'h ,''� \ \ 23 ,;-' � �� ` ---- ?osr � 15 ry� � � . � t � � O\�6' 6� � q -� �s o9, � �� 1 � : ��. l' �' .j(/ o = 6�/T�3/�8/�'10' R� 11/. W, �- �l! VJ,S� r L = 47.22' R = 40.00' Q� 65��r L - JZ.�V, R = 165.00' L = 188.51' �:. � �� t v � � a� 5 4 h 21 �� '',- 7 o �, � c� ti ,. �� I�,`' � � t �, `� � \ 23 �o �o"� 1 1 �� 10 8. e -: : �i . \ 22 ., 2 `: :` I � �:..::.: ^,0 6' S 5, \ . I � .:. �� g, �-.�f` I ��.`'`� � � -� �R a '�� .. M � \ �� , 2 2 ' 1 5 .� � � ,�� I � 3 � 2 1� �?,�9• 23 �� , - "_'�' 10� � ,;� �as.. � . � �. . �� N I " � � � , W I � � �` s �.�� 8 �> O I ,� s. ��9, 2 � , � �..� „��°'� � � O � � 't� / � 23 . ��" � \ �� R� � 2 \ 23 \ J � - � t4 � \ \ �' � i I \ 15 \ %>� 2 2 QQ � 1 25 � � ��:� , Z � ::. � � R, \ �• I I � 28 / ? " p , \ � � % 27 � I ::. 29 �j �� m � ( ��,�,� : "'h � �4• � � \ � � �� ' � , :: - ..5. , �. \ I � � � I � � J' I �# �� 4, \ '�a \ 23 � � ^ � � �:� �� \� • I 3 V w, ^f ` :. �h g' \ 6 R2� <�'� � a � � - 36'50�09� � \--� � 2 � 2 z y. : ., R= 625.00' � o � L = 401.82' I ... . . ... g, � : : .. I `� �;.::;:: ..:: : , i :. �.:..::' 1 g ... .. � '= R ;:..:°.:: 8 B' , � _ . g. i: ' I . �. 1 �� `� , „�' 10 / 1 1 ��i• yo � .:�. � { s . ` x:� ... 2 �� \ 1 �� .. ... � \ . 3 ` � - � i . ::: �. � • ,�,:. I � � � �p• �,� R20 � � � �..,. ..-�. ,:. . . �. a r, . _ ...,. . '� `: . ,S� �,. �.� �.. I 7� ,.,.. _ ; z . 9• . .... . • � : _ _ _... .� ..... . ; 8. ��,o _� .. � �- :: , � ` �. � ?' ,�� j , : � :..:' 22 �...� '.. �' `, � . , � _ . - . .... . _. _ 1 .... . :. ... �..�� t R 'C�f I :. ...... . . , .... �..,'., \ . , �' r ?.. � _ � � .; 8 �O� , : .. .. _: . - .:" ........ � .�_`- \ �' ,,., ; .'... q . -. . � �. ,, I ; e. �� .. � ;� � �;`, '� � ` ^, , .... ..._�. � . ....: . � �, �.: .. . s ..... J _..... ,� ........ ...... .. � .. ;�.✓ .,�,,. �'�� ..;3. .. .... . . .... ..�. ..� 0 . . . . .... ::.:.. 1 ,.. `' . __ . _.: . .... . . ..... . ' � . .. ... .. . .. ._ � .' � 9' ,; _, o � „� \ a � :'.: ... . 27 �: 0 13 . � g. �:.;:'.::. � 3 ' � � � , . , ,. .. .... _. .. _.. :�:.`::.; � �`� �• ,9. � ... ..... . . _....... .. - . . . � ..: . :. ;` � 4 .. _ g. -� ; , . ...... . . .. . . . �o 3 s �. . � _ _ . _.: , . , . ..� �.. ��.., N6�'��'QO"E ', � ,,� ,5 :4 R10 � � `� . _ o, �� \ 22 ( � \ , r `` ` q�s � \ ,�� \ � � � � \ � �9�� t 3 �g- � '. , .. ' `t'�r. , � 26 � � , � i16, �6• �o, ' '� \ �� , . � � '`. - _ � 23 °`� <� � � ` ` �?. � a; <.�^ � � `� . , .:: : , f's `��`` \ ` / �• �.� ��. i \ \ \\\ 23 , ��' � , 22 N � / , . 1 • _ '8" ,� , 6� ' � � - ,, : � , . .. _. 4 , . , ._ � . . _ . � �' ` f-r \ . C . . � . .. . .. _. .�� °' ,r r � � � ` ;..:: �„'`��»` � 35 � � �.� � `. � �� ; .�� :. _ > � 26 �a'y; � � `' `� `_, :. _ - - - - - - - - - - - - - - - - - - - � 22 ' .r.� � ` \ - - - - - _ :.:;. _ _,- - _ � w�: � _ , `. �- 3�� `�' `` --- ----------------------------------------------------------------------------� 54 � ----------- .5 � '��--- 6 ��;� �X�X £ � �<. L C M ,: > �`r.. •1\1� �V � .,t��. S� z-.` �:�"{,_,„:; 2g V g ,,��;� r a. ` � TA �zx"" � �k�- x x x x x x x GENERAL NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 12. IT IS TNE RESPONSIBILITY OF THE CONTRACTOR OR CON- FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY SCAPE PLAN AND/OR EROSION CONTROL PLAN FOR pR LOCAL PERMITS FOR ANY ANO ALL WORK REQUIRED DIRECTION ANO VERIFICATION. UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- OUT PONDING WATER. THE PAVING CONTRACTOR SHALL �ESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY CATIONS. FLOODING THE ENTIRE PAVEMENT ARfA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR IF NECESSARY. MODIFY ALL UTILtT1ES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- 3. THE CONTRACTOR SHALI VERIFY ALL DIMENSIONS AND TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- AGENT TO WHO IS RESPONSIBILE TO REMOVE, REIOCATE, STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES TO VERIFY IF ANY FUTURE UTItITIES ARE PIANNED ARE FOUND IN THESE ENGINEERING PLANS OR l�4NDSCAPE ANp HOW IT MAY AFFECT THIS PROJECT AND ITS PLANS FROM ACTUAL FIELD COND�TIONS, THE CONTRACTOR OWNER AS TO THEIR FUTURE RESPONSIBILITIES. SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN IMMEDIATELY FOR INSTRUCTIONS. TRAFFIC CONTROL DEVICES REQUIRED BY FEDERA�, STATE, COUNTY, CITY OR �OCAL AGENCIES. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR 15. IT IS THE RESPONSIBI�ITY OF THE CONTRACTOR TO INSPECT CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND SIDEWALKS. THE C0IVTRACTOR MUST CLEAN OR PICK UP UTI�ITY LOCATION COMPANY PRIOR TO THE START OF DAILY IF NECESSARY. THE CONTRACTOR SHA�L REDUCE THE EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION BY THE UTILITY CONTRACTOR OR CONTRACTORS OR SCHEDULE. WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF A�� THE 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE UTI�ITY COMPANIES AND DEPARTMENTS 72 HOURS THE LOCATION AND SIZE OF THESE UTILITIES MAY BE BEFORE CONSTRUCTION IS TO START TO VERIFY ANY APPROXIMATE. THIS INFORMATION WAS GATHERED OR UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- SUPPLIEQ BY OTHERS AND USED BY THE A/E AND MAY CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE NOT BE ACTUAL. THE A/E SHALL NOT BE HELO IIABLE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, INOICATED, IMP�IED OR NOT INDICATED ON THESE PLANS. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 TRA T R A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CON C 0 THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW EXCAVATION. PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDE� AREA. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANUTAR MATERIAL 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAI�S HIMSE�F WITH THE SOIL CONDITIONS. AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 19. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON 7. ALL PROPOSED SPOT ELEVATIONS ARE TNE FINAL TOP OF THE PIANS SHALL INCLUDE ALL AGGREGATE BASE MATER- PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. IALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGANIC $, TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL. 9, HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER 20. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER ARE DAMAGE� DURING CONSTRUCTION FROM HEAVY EQUIP- PRECAUTIONARY STEPS MUST BE TAKEN DURING THE MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE DAMAGE. RECONSTRUCTED TO ITS ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL 10. A�L CONSTRUCTION METHODS AND MATERIALS MUST AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL OR OURING THE SCHEDULED PAVING. REQUIREMENTS, WHICHEVER HAS JURISDICTION. 21. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS 1 1• EXISTING PAVEMENT, SIDEWA�KS CURBS DRIVEWAYS. OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE SPECIFICATIONS. PIPES, AND STRUCTURES, FENC�S, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN MUST 22. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY EXCEED A MAXIMUM OF 3/4" SI.OPE PER FOOT. CONTROL DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, JOINTS SHALL NOT EXCEED 10'-0�� MAXIMUM ON CENTER. RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM HIS EXPENSE. ALL DAMAGES SHALL BE RESTOREO OR ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS PIANS. REQU�RED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR �OCAL AGENCIES. 23. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM. EXPAN- SION JOIN7S SHAI.L NOT EXCEED 40'-0" MAXIMUM. CON- TROL JOINTS MAY 8E SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 24• A�L DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 25. ALL DIMENSIONS ARE PARALLEL AND PERPEN�ICUI.AR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 26. ALL RADII INDiCATED SHALL BE FORMED AS CIRCULAR ARCS. ,,3-" 27. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. Q_"�,� 28. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT R= 525.00� MEETS THE EXISTING PAVEMENT, THE EXISTWG PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIAIS THE L= 124.74' EDGE OF THE EXISTING ASPHALT SHALL BE SEALEO WITH A TACT COAT MATERIAL BEFORE THE NEW ASPHA�T IS - INSTALLED. 29. ALL HANDICAP RAMPS THAT ARE PERPENDICUTAR TO THE CURB SHALL NOT EXCEED A SL.OPE OF 1" IN 12" LONG- _ ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQIlIREMENTS. SEE SITE ' PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE : DETAILS FOR SPECIFICATIONS. � 30. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED -' ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL 26 MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. _. � �� :� ��.� �� .:� N00'00'00"E �� ? ��, 757.18' ��`�� `.Y'. � . � ... �..��'�w • ' �-. � N90 00 00 1� 23.52' - - � -- � ' , � __ , � ,_ � _ . � SCALE: 1 "=40' ,�o PLAN N�TES: 1O 6° CHAIRBACK CONCRETE CURB AND GUTTER. 23 EXISTING TREE TO BE REMOVED. SEE DETAIL 10/C107. 24 PROPOSED COOLING TOWER PAD. 2O 4" CONCRETE WALK. SEE DETAIL 1 1/C 107. 25 PROPOSED ELECTRICAL TRANSFORMER PAD. O3 EXIST{NG CURB AND GUTTER TO BE REMOVED. 26 EXISTING WOOD FENCE TO REMAIN. 4O INTREGAI. CONCRETE CURB & WALK. SEE DETAIL 8/C 107. 2 EXISTING BRICK WALL TO REMAIN. 5O CONCRETE ST04P. SEE DETAIL 7/C 107. 28 PROPOSED CRUSHED STONE BASE. O6 BRICK SCREEN WALL. SEE ARCHlTECTURAL DRAWINGS. 29 FUTURE COOLING TOWER PAD. 7� HANDICAP PAVEMENT SYMBOL. TYPICAL ALL HANDICAPPED 30 4" ROLL CURB AND GUTTER TO MATCH PARKING SPACES. SEE DETAII. 2/C 107. EXISTING. SEE DETAIL 9/C 107. 8O HANDICAP PARKING SIGN. SEE DETAIL 1/C 1 Q7. 31 6" DIA. BARRIER POST. SEE DETAIL 17/C 107. 9 VAN ACCESSIBLE PARKING SYMBOL. SEE DETAiL 1/C107. 0 HANDICAPPED ACCESSIBLE RAMP. SEE DETAILS �& 4/C ? i�7. 1�1 EXPANSION JOIN7 TYPICAL.. SEE DETAIL 5/C10?. O2 CONTROL JOINT TYPICAL. SEE DETAItS 1 1 & 12/C 1 G? � 4" WIDE PARKING STRIPE TYPICAL. COLOR TO BE WHITE. 4 6" THICK CONCRETE PAVEMENT. SEE DETAIL 12/C 10�'. �IGNT DUTY ASPHALT PAVEMENT. SEE DETAIL 3/C 1 C8. HEAVY DUTY ASPHA�T PAVEMENT. SEE DETAIL 3/C108. R1GHT-OF-WAY ASPHALT PAVEMENT. SEE DETAIL 9/C 10�. 8 TRANSITION FROM 4° ROLL CURB AND GUTTER TO 6" CHAIRBACK CURB ANQ GUTTER. 9 ENTRANCE SIGN FLAGPO�ES TYPICAL. (1) 25' HIGH POl.E &(2) 20' HiGH PO�ES. SEE DETAIL t /C 108. : 1 18" x 18" STEPPIN� STONES {TYPICAL). ExijTiNG TREE TO BE RE�OCATED. � x ° , � �a > �;� ;,> ��, � � �'� `�` ��" � �: x_ . � : s ,� , > aR <�.��'� 0 PARKING DATA PROPOSED STANDARD PARKING SPACES 39 PROPOSED HANDICAPPED PARKING SPACES 6 TOTAL PROPOSED PARKING SPACES 95 LEGEND � HEAVY DUTY aSPHALT PavEMEr�T � RIGHT-0!=-WAY ASPHA�T PavEr�Er�? ��.�(� •a.,. �> � � ; . ; � . �� _ �. � s.: �� '�"�� ii��'°; �� 'DON'T I�IG BLIND' -iT'S T�tE LAW- IiwY UO94AW AOQp10M �Ot1El. K GaN 1-80Q-382-55�� 2 Work�ng Qays Before Yan� D�g. „ . � -� �' � F;� ��.�. :,�. � sr • � ;. ,. �?s-r �, _� .:..,�..Y� .,�;�...�r��a. ,�, .3,.,�..� �. _ _,.� . u i I � , �, . � � i