Loading...
HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-007� � z,� z,� z,� z,� z,, z., z., z., z., z., z., z., z.;;.� ., z., �, �; � . . . . . . . . . . . . . ...�__�. , ; ,�� ..�. .: `� CARMEL WATER NOTES: �; I � 1. A 6' PIECE OF PVC PIPE IS TO BE USED TO �, � y � MARK WATER SERVICE STUBS. � � � ; I � ; �I ` ; ' 2. ALL DUCTILE IRON WATER MAINS SHALL BE �°' �` : ; BEDDED IN SAND, FROM THE BOTTOM OF THE �, �; \ ; T R E N C H T O 1 2" A B O V E T H E P I P E. �, �; � 'I ' ; ; 3. BLUE REFLECTIVE WARNING TAPE MUST BE �; �; � I N STALLED 18" ABOVE ALL WATER M AI N S. �, j; ' TRACER WIRE MUST BE INSTALLED WITH ALL :� �; � W A T E R M A I N L A I D I N C A R M E L. �; � y ;� � i � � 4 POSI-CAPS OR THE EQUIVALENT ARE REQUIRED �� � � � ON ALL WATER VALVE INSTALLATIONS. ,�r�������������������������� ;� `�---- ; 5. A N O N- S I T E M E E T I N G W I T H T H E C A R M E L W A T E R -; � I N S P E C T O R I S R E Q U I R E D P R I O R T O W A T E R M A I N � .����°�,��°..����°�,��°..����°�,��°..����°�,� ' INSTALLATION. �� -�,. ���.PROPOSED 1 �0 YR �� � `; 5 ��, FLOODPLAIN :�.: � , , � 6. CONTRACTOR TO FOLLOW THE CITY OF CARMEL �,- �- � � WATER SPECIFICATIONS. .' � : � ��.:.._�..__ .�.:.._�..__.��.,.._� _ 5 �--� ;� CONSTRUCTION � LIMITS (TYP.) �.__ .: ��_.. .�.__ .:,�_.. .�.__ .:,�_. : � ... 0 U � � O � . . � r� � � � � �� '- � ,o � �-� Q M� N W �� � � .°_ � � �� I � � i � I I I � � � � � � � I I � � � � ; � ,, : I � I ; � � � � � I � � I � � � � � . I I I I , I � I I ; I i ; I � � � � I i � � I i , I I I � � � , � � � i � � ., . � � � � � i � I ; I , � � STORM STR #6 STORM STR #7 � THRUST BLOCK REQ'D. (TYP.) � I�1., _-�.. -,�r `-•` --� I _` ' � y. ` I�.. �'. .�i ` I � I � ` I .� i` � `:, � � I ;: . . � I ...__�_; � STORM STR #5 I � ; ;� I �' � � : � I ` t� I �; I � y �� I . I ;:� � � � �� � STORM STR #4 -` �� ���� � � � � ;' I � �� . ,� � � � ����� � �����,��������� � ���� ��������������� y. � � I i � I �� ' � �- � . , � � � � � � ♦ ♦ � � .� �� . �� �` . W � � I � � , � � .� .�.. .� .�.. .� .�.. .�:_..�.._...� � +;: �,,,,.•���°'°� DRAI N AGE EASEM EN � I ����oo� 6 •'�--.-�,z_. .��__..�`�_. .��__..�`�_. .��__...�za. .��_ . ..-._. ♦�~~�~~�~~�~~� � � ..` � �,,o��`'`�,,~ ��. ��,.� '�` I � � � � � �. STORM STR #11 � W � ��(2) 45' BENDS : . = � � STORM STR #5A : �. �� `.. � :; �� . . .. -�.' _`,' '.` ' `1 ' a1 i�.. `� 6 �. .. .; � � . ,. , , ' ,. �. � . ._� � � ' • . n ; ry a �� A: � � �. �� 0 22 L.F.f :t ,� x ���� �� � � ����y�.� � aaa �oaa aoas s� �ss s� ai � \� ,,� �s . '� . ' \\ ;r X \ . � •�� R ..�, __..,� :. ..... ��INV: 739.00 � �° 6 �- � . �� 3 STM C.�� �' � p 31 L.F.f INV: 739�� 8 � � � �. �� � � � � ` 0 3 L. 1 3 �� I =�� R U � ;� � • � 69 L.F.f :. 4-._ .�. _,w _ .�. _,�w _��..___,_ _�, � ; TYPE I SAN C.O. = � STM C.O. � I N V: 736.95 ° I N V. 738.49 � . . '` ....: �\. _.-•: ,._yyti,�``-:',....: �\. _.-•' ....: �-. ... - REFER TO WATER SERVICE CONNECTION DETAIL 'A' (BELOW) \ �.; . SITE: The John P. T ner Revocable �tewa rd,sh i p Tru st `�0�.�047815 1 � � --� - ��: -��.. � �: - ` '�1�• '�1'• � •' � STORM STR #8 � ;� �25' BMP EASEMENT ��.__.,�`_.:�.._ .'.__.-��._-�'��-• ''�--�'��. �. STORM STR #25 � STORM STR #9 , � � ._ , � � � � . . W W W J � ..; I � ����,�������� � �ss � aaa sa� �aar aaa saaa aoQ� aa¢ ��s ss� �swi s�. sQ isss s� rs� iaaa saat iaoe xc �4% 4� i� fd� S�i d�i d�8 OOOi 90� I � � STORM STR #24 . / � / \ / �� . . 92 L.F.f � � �� 6" TE�� �� ����� ���� � � ��� � ��� ' Z � � � INV: 737.57 ��:� i� � � � � ��C.!_!_L � � v �TYPE II SAN C.O. � 12 LF.f � INV:736.83 �.__•�`.__ ��. •�`.__ __•�`.__ ��.__ . � n Y • `�s • �.i ,� . . � 3 LF.f U 3 LF.f � � , � GREASE/OIL INTERCEPTOR � 4 GEN ER AL U TI LI TY N OTES � �___ �I� �i � I_.�..� I'� a u m� �� � . STORM STR #29 i�� � � � � 1_ AL� WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. I I I �� � � I � � U (n - ��� ��� � � I' � ����� 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES �i� �i� i i � m°' °� N HAVE BEEN INSTALLED. �� III ��� I I I � � a U / 'ry �Q� � I I I II I �h'\• I � I I � � � � / ,, � �� � �� <<;k4 a � � W O 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND 0' 4 0' 8 0' / � �� ������ � � � � � H O R I Z O N T A L) I N T H E F I E L D P R I O R T O S T A R T I N G C O N S T R U C T I O N. T H E ��� ��� I � � � / ��� �i� � � � � Q CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY / �ii i�i � � I �� DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD � � �� CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. SCALE: 1"=40' � � �� �I� I I � � � I� I II I � j � � i� � � � � I 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN :�`�" � � i i i������ �� E X C A V A T I N G I N A N D A R O U N D E X I S T I N G U T I L I T Y L I N E S A N D E Q U I P M E N T. E X I S T I N G L E G E N D � . � i � `, ,� � � `�4� �� ��� �;��4�' a� � �� VERIFY COVER RE UIREMENTS BY UTILITY CONTRACTOR'S AND OR UTILITY Q � � � .. � �� ����� �� �i� ��� I � I � � '� BEEHIVE INLET .� � I�:. STORM STR #30 ��� �� COMPANIES SO AS NOT TO CAUSE DAMAGE. �� � � � � � CURB INLET . -- - �.� ------ -------------- - - I � � - - -- ------ ��: �� r���� i� i i i �� 5. T H E C O N T R A C T O R S H A L L N O T I F Y A L L U T I L I T Y C O M P A N I E S 7 2 H O U R S B E F O R E - � Y�. i�i �� � � �� CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON O O D R A I N A G E M A N H O L E �.� � � .. � � �� vI � I � ' . . o MANHOLE �� ��� 8e 4 ��� iii3 � �� SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY � } � __, __, __, __,=- �i� ���c,� ,�, � �� THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER � G U Y W I R E � I � �`��� �� �`� �� �`� �`� �� �`� �� �`�: �' �� �� ��� �i�o �; �� i � EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY � MAILBOX �� � ,` � GEOTHERMAL LINES (TYP.) ;, ��� � ����~��~�� I � • �� �� � �i� ��u � �� SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO GUARD POST ;�� I,� �(REFER TO MEP PLANS � � I �� ;�� FOR DETAILS ;� i�i �� �� INSTRUCT AND OBSERVE DURING CONSTRUCTION. � RIGHT-OF-WAY MARKER � � � �..,: _ ..., _ ..., � ..., _ ..., _ I�I � I I � � S SANITARY MANHOLE � � .. ,...��_.. ,...�� ,...��_.. ,...��_.. ��� I�I � � � .� � I� w��� � � ^��� � �� 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY -� SIGN � ii� � � � I I �� W�� GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. .€ I�..: ��� � ���� � � II I � � ELECTRIC MANHOLE � � ���� � � �� m ELECTRI C M ETER :�.�� � I��.5:: . ���_ _i�i .�;�z, �� �� 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT .��� � � � ���. ; � o I �.. I � � LIGHT POLE .y � I� x: iii�� 5 ^o1i� ��,��;>� � �� ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE ��� . � cv ; N��� II �� � POWER POLE �, y:� ��.���:. i�i.�_,�.,__�`..,_,���.,_��..__:`..,_��..__� �� MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY � TRANSFORMER .. :. � �-� STORM STR #27 ���.� PROPOSED 100 YR ' �� UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE -� GAS MARKER :, � 3 I��. a a I�� ; � DETERMINED AT THE TIME OF CONSTRUCTION. cv � ���FLOODPLAIN � � GAS VALVE _� _� � � � � � � ��.� i�i �_..� �_...�._�:�� _...�.�_�:�� _... _ ��� �_...� � � � �'�-° � 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER . � � � ��� ��� � � ` i-O BRACE POLE .�; ;...._� �� ������ PROPOSED ��� iii �� INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING �� � � 9 � P ON D � � � � i�i ��� �=I ! WATER CONDITIONS. � UTILITY POLE �., , .. � , � .� � ��� � � � � TELEPHONE HANDHOLE °� � � ��f � r � iii i i �� � . � ; � �..� y � � �. i • � •• � �... _. --� � .. � ���� } � STORM STR #26 �- �,�� ,��� � � ���� �� � � � �� ° : � _ I �i , at � �� � � � �.x � ��.. a �� � �� ��. �� � � . � � � � � .� �� �� - �� - � �� ��.� _ � , d �� � �"; � � �"��y -o - -- � . : , a � *� t. .�-.. . 'a w . � ` � �t� � �� � � ., r; ` 1 1 1 1 1 � '� ��s �- --- - --� ., .�.. � . ..� � � ��� � �� 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL OO TELEPHONE MANHOLE � � ��� ��� (a phall�) j� GRADE ELEVATIONS. � TELEPHONE PEDESTAL I � $� �i� U--� ��� � II �: JI� TELEPHONE BOX iii � iii »� ` 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW o DETECTOR HOUSING ��� _ ���� (�on� curb) FINISH GRADE ELEVATIONS INDICATED. � TRAFFIC MANHOLE POND AERATION SYSTEM i� i �� � TRAFFIC POLE (SEE SHEET C705A FOR ,�,��, �� �� II e�ist sanitary mh 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL � TRAFFIC PEDESTAL DETAILS) ��=� �i� i� 4` `'� � t� 736.94 STANDARDS. � FIRE HYDRANT iii ii �., �� � .� �� ��� J �� � ir�(s):727.52 y� ��� J � II � i�v(n): 727.49 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. O` SPRINKLER VALVE , ii i � STORM STR #52 Q � II I� Q WATER WELL � ��� �i � � � ��� � �� �� � , � � ` III � II II I , .�� �, iii ii i � .tiz ` y �� " � �4ti4.+��r I � � �� � . -,:- , _ a€ � � � ��� STORM STR #51 STORM STR 50 �� � �`�� ���� �� � �""` �� ' � # � 1 . > - i� � .. ����.__,, � � ��._\ STORM STR 53 � �� r Xx �� i� y���`��.\ � � � ' r� � , I � \ \ A � � '° ,. � V rf � '. � � �ti:. ` - ._ ��: �� ��. �: �� i � '_ � � � . , STORM STR #23 � h . : � �. ..� � � °-.� . `x � � ' � � ' , � `` ' a� �\ _ �. ' I I I ; 4�__`• � � ��� � � � . ��� �, � - -0^:� .._ ��---� ��� �� �� i : �� � � � / � � �---------------- . �� � � � ., � ...__. s� � � � ,� `�t__ ; ,� � ; 3 � / � � � , a � o, ' • ' � . • . ' � � '� . �t . �f' � �-�� a � I I ♦, I � '� ���.�_ .•�...__�'• / . � �-. .� � .� a . . � . . , I ��_ .,. ..�,,__... � � � ,�,,� . �° • . 4 •a . . .a. , k .�• s .,'� r I.l °�' \ _._ , -'�. ,,,� � " � -- � 5��,__•-' t._ -'� ,..� \ ;`��_-•`' I � � � _ r� ` "" � M, .,.r , � ��__�, �\'`w` � . �-� � ��:. � � STORM STR #22 ��� � � .: .�` � - ' y � L ` . }� � �� .��: ��� � .. � � �� � � ��� ���.� � � .°.x�� � � !�� � y��� ► r`� � � � � � �5 �► .� . ► � � �=- � � � ti, � � � __,, ...__. ,, ...__. ,, ...__. , � �.,�. ` I \ � . \••" . \••" . \_� � , � II � � ;'� CONSTRUCTION `4.-��. NOTE: � � � � ; � 5 , ` LIMITS TYP. � REFER TO SITE DETAILS FOR STRUCTURE DATA TABLE ► � II � � � C ) � �� � � ��._..�._.:1�._..�._.:1�._..�._.:�_.. � . STORM STR #54 � � . . NOTE: � exist curb inlet NO EARTH DISTURBING ACTIVITIES MAY COMMENCE � WATER M ETER � WATER VALVE � CONIFEROUS TREE a DECIDUOUS TREE N OTE: I F I T WI LL BE N ECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SH ALL BE LOCATED WI TH I N ON E FOOT OF THE PROPOSED RIGHT-OF-WAY. NOTE: WATER METERS AND BACKFLOW PREVENTERS FOR DOMESTIC SERVICE AND DOUBLE CHECK ASSEMBLIES FOR FIRE PROTECTION TO BE LOCATED INSIDE BUILDING. REFER TO FIRE PROTECTION AND MEP PLAN S FOR EXACT LOCATI ON S AN D DETAI LS. ������s�'���� �`� � II � tr:734.76 WITHOUT AN APPROVED STORMWATER MANAGEMENT 45�"� � � � � PERMIT � STORM STR 21 � ��`�`` 3 � � e): 732.87 # '�:``;'� � € �� � inv • 732.96 I� � i % I `�`,``` _��:� `\�' _`�:,� `\�' "�:,� `\�' "�:,� `\�' "�:,� `\�' "�:,� `\,�-_`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� •\,.__`�:,� `��������������� ���.A 1 DOMESTIC SERVICE METER LOCATED INSIDE BUILDING WITH BYPASS AND , . STORM STR #21 A � v� o-�� I �` » � ����� ;' � � � i � � • � ,__ � - ,. -�. �.. �. � STM C.O. - � : � � � � � � �� i . . ������������� � BACK FLOW PREVENTER � � �� � i ��a- ��`� �P OPOSED DEALERSHIP R • � y� � ; � exist curb inlet ��� ;� � o � � � �� _ `� l� INV. 739.47 � � � . � o � � ������` ; � . i � _.;..... � � STORM STR #3 ., _: : � ..--�-�*�--�.�..._.. � �� i- =� S .� 28 767f S. F. � ` • 734.86 �� » � ; � „ � � tr• � BO 2 DOMESTIC WATER LINE CONNECTION TO BUILDING (REDUCE FOR METER) � � � ��--�,._...� .,,._ :�__ .._ �z_. ..,...��._ .�,__.� ,� � : � Q 3 LF.f � 4 STM C.O. ,� � � STORM STR #20 � r� • . �: .._ o , .,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� •:,` , •� ? � � � � ��`._. ��,�.:���_-��...:�,_..��_.. �� __ .�,_. � � ; S . �. - �, : � ; 1 p �� � inv(w). 732.76 _. .._ ». . _ ._ _. .._.,. o � 8 x6 REDUCER �� ���----' 7• 2� AC :� �� ���� INV: 738.19 �� • . �6 FIRE SPRINKLER� LINE CONNECTION �TO BUILDING WITH BACK FLOW � � � y, � i I o � � � � � » » c� :---. � �� ��� FFE= 743.00 � �"F'� �� SAMPLE BOX ; � � � ` � � �� II inv(s). 732.76 O � v � � � 8 x6 x8 TEE � �.�,� � X; INV:736.26 � p � s: 111 ;�-�-�-� I ��� ��4 a PROPOSED UTILITY LEGEND PREVENTER � I �4* . . . .� � , '�\�� ' ��.�� �\�� ' ��.�� ~'�\�� ' �.. ` � ' 1 1 : i I I I I �I � . ` ' +' . � � . � � ---- -, (conc p L II REMOTE FIRE DEPARTMENT CONNECTION IN ACCORDANCE WITH CITY OF o ; � � � � � � � � � � � 6 �``�6" VALVE � ��. �-� --.�. � �. � �� 100 LF.f INV. 738.11 � ; I ��� �lu p� � . � � , �'�� °� � ' � � -� � � � � san CARMEL RE UIREMENTS • . �:`� ,. ``.�.� ,:,� 4� � � �, � � � � ; � � i i��� N II • p SANITARY SEWER LINE :�� �,:,.�_ .,�_ .,�_ . �_ .,�_ ' � ;' Q W � - , \ `ti x ; I � �? � :°`� �. .� `'`; \ ; � :� � � � ��� �� . E POST INDICATOR VALVE � � PROPOSED 5 x6 . \ ;� �_. € � ; ecti� o ly G GAS LINE � co� STORM STR #4A ,'� 1 � \ STM C.O. � 3 � I � � : I � �� ��� 4 .�,. .�,. .�:_...�.:_..�,._...�.:_..�,._...�.:_..�,._...�.:_..�,._...�.:_..�,._...�.:_..�,._...�.: . �,._...�.: . �,._...�.: . �,._...�.: . �,._...�.: . �,._...�.: . �,._...�.: . �,._...�.: . � � � � TRANSFORMER � �� � � INV: 739.19 ° c°'n � � , � v�_ �� � ' ��� ��� II , k�� �1 IRRIGATION METER LOCATED INSIDE BUILDING WITH BACK FLOW � � ; � � :�__ ..,. .,. ..�, 3 ; \ �. ,� I I i � E ELECTRIC LINE ,_ � � � �; PAD .,__ :�__ ---�� � ., � � `_._�._� � 4 : � a . � �� ; . � . STORM STR 19 � � � � � ��,:.._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,,. �,...._,,:. �,.:- ..:�� ,� � � o �� .t__..� . � � . . . . ��� , �.,..� 8 LF.f # � � � �� �` ; � PREVENTER (COORDINATE SIZES WITH IRRIGATION DESIGNER) .� . � �-�...:�z_..,.__ .,._..:��-- �_ ,_ � ; _ .� _� � � � �� �,: �� �:..__.�.___�.-.-�fi�� � � � ° ; ��� ii� ; T C TELECOMMUNICATIONS CONDUIT �: �; N - .. Y :, � `''-'�. ``�w '�.' .`�w '��'__``�--'_'.� �� • I 9 ' � I � . . . � . . . . . . . . . . � _., x ., � �� � � ;: � STM BOTTOM. 738.98 � � ; ,, � � �_....� �_....� �_....� �_....� �_....� �_....� �_....� �_....� �_....� �_....� �_....� �_....� �_....��_...� ' � � � � � X R � \ , � Q �. : � � �., , � � � � ; ,. , I I �_.... �_.... �_.... �_.... �_.... �_.... �_.... �_.... �_.... �_.... �_.... �_.... , o � � �,_: : _� � : TYPE I SAN C.O. : �� �°� �_._� SAN TOP• 736.56 � � ` I �� ��` ' W WATER LINE ; � 1 J� LANDSCAPE IRRIGATION CONDUIT WITH 1 ELECTRIC LANDSCAPE . � � 1 Y �` ' '' '�� w-� `�. • '�`�- � I � @ � � ` `� I I I I � ���' � _ _ ;� . ; h , �; .. � � cv , ,� ;` INV. 736.95 � I � `���- `��. ��, 4 � � ; �w .4 � � ,,.. �� � ;.-� � � C,�� l�l� �TE SIZES WITH IRRIGATION DESIGNER j , --�. ..` 12 LF � ��.� -� ;�. �° �. �.� -���: �.� -:���� ) . .�: -�., .,: -�. .� ; ��__.°` � : :� :� :� :� :� .� :� :� :� :� :� :� :� :� :� � I N V. 738.40 � ..� ..� ..� , ��, � _ �, _ _ �, _ _ �, _ _ �, _ _ �, _ _ �, _ _ �, _ �� � _ _ ��, _ _ ��, _ _ ��, _ _ ��, _ _ ��, _ _ ��, _ _ ��, _ / i _. z_..��__. .� z_..��__...��� p _ ._ _ ._ _ ._ _ ._ _ ._ _ ._ _ ._ _ _ ._ _ ._ _ ._ _ ._ _ ._ _ ._ _ ._ _ ; � - � �;.- �� , ; �SANITARY MH 2A : � : I ��� ��� � � w � � � 56 L.F.f ,` ; 1 � �: ;` . � �� � ��: . ° � � _ ��� ��� II I GM GAS METER ; H 12" DUCTILE IRON WATER MAIN � `' 4 � ., ; P �' . ; �: I N V N . 735.89 . � � � � ; 1 � � � � , � ) ,��. � .,z 6 � � � . ..��,. .�_, >�, .�_.__.>�,.;, � .�� Q A'`,,A, � - � � � ` ! +l I� � I � � \z__..... :\_�- -� '' 111V Y rr • 736 83 ti ` �'__..•�'�za_..•�' ��__•-~`y �'__..•�'�za_..•�'�za_..•�'�za_..•�'�za_..•�'�za_..•�'�za_..•�'�za_..•�. � ` ELECTRICAL TRANSFORMER Z � � c� a �� :�.._.1,_ � �, �. 66 LF.f , � )• • � � � ; ��� ��� AN i � ., �� , I f I IRRIGATION SLEEVE Q � � X� � 5 .� � � , ;� • � � � � : I I O J � STORM STR #2 � � s�. � . ��. INV(S). 735.79 1 � , � � � � �� � � , STORM STR #12 � � ��� ; , '�__ , � � � .� ; � � � ; I � ��� ��� � � ►/ VALVE 1 1�" IRRIGATION LINE CONNECTION TO BUILDING (REDUCE FOR METER) I � 1 W � � , ; �t_-- , • � � � I I / . � , `,,za-°��� - ���._.. �ti, � ; �� I 25 U BcD. E. J � , . � .�a, �.�.a , � �� �-°` �, � ; ��� ��� � COORDINATE SIZES WITH IRRIGATION DESIGNER J '�. , ♦ � � , I .� I C � - � � ; a.. � .� �� y, , TYPE II SAN C.O. ;�' � ; 1 WATER METER PIT • � .a: : ' � � � � ' III III II I � c� � . . .. � � . � . � INV: 735.11 � • r 1 » » , , �„ --��...-� � �� ` �` ' � QK 6" PVC C900 WATER LINE � ��� � NOTE: WATER METERS BACK � � : . Y ° . � � � OU TLOT B � � �: �i� �i� �:;� � - . - . - . - . - . - . - . - . - / 6 ; � . � � � � �, � � ,� � � ��_. . ; ;. ti��., II � H YDRAN T .,,_ ��,_ _ _ _ _ _ _ �.. � � � , � � � � � � ,� � KK ---��_.-.� .\,_. •�.__ � � KK � � � ; I III III °'' �`° �`° �`° �`° �`° �`° �`°. � �° K1 � FLOW PREVENTORS AND ��� �� � � � � � � :°' � c� ; ;� . � �; i�i i�i II � � MANHOLE �` � 8" PVC C900 WATER LINE �;�" 6 z � `°��__ ��___ � DOU BLE CH ECK ASSEM BLI ES �� � � J �` � i ii �� i � `� -�._.. -�._ .-�._.._.-�._.._.-�._.._.-�._.._.-�._.._.-�._.._.-�._.._.- � i � ;° TO BE LOCATED INSIDE � s �� �. �€ J �;� iii iii �� � LIGHT POLE L ELECTRIC SERVICE CONTRACTOR TO COORDINATE WITH LOCAL UTILITY �.- � , . � ; I � � 4 � � C ) � � S T O R M S T R 1 3 � :a� B U I L D I N G. C O O R D I N A T E W I T H i�F Q ` � � �;� � �� � i� � I I � � # ' di I � � � p _. �. -- - -- -- » o OU TLOT � � .� MEP PLANS. � . . : € � , � � � 3 . �� 100 LF.f 3 STORM STR #18 ��� 0 �; STM BOTTOM. 732.49 � ��� ��� II .,.i-- ,..,.-_�,,.. -�.,.__�,,.. �.,.__�,,.. -�.,.__�,,.. -.�.,.__�,,.. -�.,.__�,,.. -�.,.__�,,.__„� M TELEPHONE SERVICE (1)-4 PVC CONDUIT WITH PULL WIRES (CONTRACTOR � � � � ��. °' � ' ���� €; SAN TOP:731.06 °' I�I lil ` CONNECTIONS TO EXISTING ' TO COORDINATE WITH LOCAL UTILITY) � , , W � ---- N . / I �.� � z � II � I �� .�.._...�,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_..,.._...,,:_-��,. � � � � . � . � � � � , � � SANITARY SEWER TO BE SEALED „ , � � . ��� � r ,• . ;�x... �. �. �. �. � �. .. . .�� � � �� � � � . � � � I �' *� � � '� �' 1 2 GAS SERVICE WITH METER ON BUILDING CONTRACTOR TO �° ''� � � o,• �n° �-�.q Q �; � SANITARY MH 04 �;;;� �� �� AND CORE DRILLED. (CONTRACTOR.,= � N C) C �; � I � I .� � � � � ; # , � .. � � TYP � � �� � � � TO COORDINATE CONNECTION WITH ; ; COORDINATE WITH LOCAL UTILIN) � � � � �� I . I E I I � ,� ��_ : �.__ �-��_ : �.__ �-��_ : �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: �.__ �-��__: `�_ � ° � � �� I � N � � ; � �' CITY OF CARMEL UTILITIES) ; » / � 1 � � � �/ � � � � ; . �� �����������°�����������---� �( � . . . . . . . . . . . . . . 0 6 SDR35 PVC ROOF DRAIN C�D 1.09� MIN. SLOPE 4 N/ �'° /� � � � � ' . 'ti /� �� �'��1_. ''•_. ��1_. ''•_. ��1_. ''•_. ��1_..-''•_._.���_..-''�_._.���_..-''�_._.���_..-''�_._.� � � STORM STR #1 � � `20 LF OF 4 PERFORATED � � � € �� 4���; INV: 731.68 � ; � �,,•��`PVC UNDERDRAIN CTYP•) ���. ��.a �� €;� ``,�--°�za---�,�--°�za---~��-- �` r- a� � . . P 10" PVC SDR35 ROOF DRAIN C�D 0.7� MIN. SLOPE "� � � � ° � � � �.�� � � ; exist sanitar�/ mh 0 -.: �\•- '� `\•- '�, `\•- '�; �y ' I ! � � � � X ��,•��, ;� � TYPE I I SAN C.0 � , ��� � �,, _ :�_ � _ _ _ � .;� 5 SAN I TARY LATERAL � s tr: 736.80 " � � 3 ,,,.� � : -�����- -�����- -�����- -�;: I an. Sewer QQ 6 PVC SDR35 SANITARY LATERAL � 1.049� MIN. SLOPE � �° STOR M STR 14 ;; I N V: 734. 07 :` 5 � ����� ��ti�°-�� �ti�°-�� �ti�°-�� �,._� STU B FOR OU TLOT � • . .. � � ��,,, • # ��:��__...__ -��__ .•.__��_ .•.__ -��__ � � ;._z STM BOTTOM: 735.43 :4� � inv(s). 728.25 ,� � � , � �, _._�_ `.._,_. -�- , ,_. s � ,_, _��_ �.._,_. ,_. _, ,�� ., : _ ; 4 (CAP & M ARK) ,. �. � . STM C 0 I N V• 739 5� z�...._ �...._ �...._ . .._ �. ~.__...- , _`\ ��. ..� ,._ �,....� ,._ �,....� �.-..: . ^�: . • k,, , . R . . . . � � � 4 � ��,' , ��. � �A� ��0��: ���.�� � ; � �� t� �- inv(n). 728.04 . . . , � w , � STM B OTTOM . 736.05.� S .,� I N V: 735.00 � ; � ��, , �� �.-� -�...-- ,.-� -�...-- ,.-� -�.,.-- ,..._�.` � � � �,��- �� _ .� � ���__ - ; 4 � ��__ • � ���__..:..__ ��,__..:..__ ��,__..:..__ � � � � � � �`:4 i `' ' �� � I N V W 729 95 - '� � S U TI LI TY M ETEF� i ., . ��►�1`� �����: � �3�:�1 � � �.��� . 1 . �► . �� � V C )• • +. � � ; , � � � , I ,� � � � ; ' � ��._..�._._:1�._..�._.:1�._..�.,._._:1,._... z_:.: Z � , ; CONCRETE CRADLE REQ D` �:. € ; � Q � CONTRACTOR TO FIELD VERIFY LOCATION DEPTH AND SIZE OF EXISTING � � ` � � .., , � � � � � �� � STM BOTTOM:732.28 QV � � � � � ` � � '������� ��� �� �� ��� '��������°� '���� � � � ; 11 LF.f . UTILITIES TO ENSURE CONFLICTS DO NOT EXIST WITH PROPOSED UTILITIES Q � SANITARY LATERAL Q � t ` � � � � � � ; i �� � SAN TOP.729.74 o ,����� �� �� ��� �� `�� ��»�� �� �` �� STUB FOR OUTLOT 28 LF.f � SANITARY MH #�1 Q 53 LF.f �.�� � �;� SANITARY MH #03 � � CONTRACTOR TO ENSURE VERTICAL CONFLICTS DO NOT EXIST. 18" VERTICAL ;� 12 x6 x12 TEE �, � �, --�,.�:��. -.,. -��. -.,. STORM STR #15 � . � € � 1 � � Q � � (CAP & MARK) . �`��-� SANITARY MH �2 � �. .� � �� STORM STR 16 I � � SEPARATION REQUIRED BETWEEN WATER/STORM/SANITARY CROSSINGS ; � � . -- _s� INV.734.30 r�__ # � : # ----------------------- ----- ----- --- _1 : ; � 6��°����12" GATE VALVE .' , � INV.735.00 ,._. _,__��,-..,._..---- �,� � �` __ ____________________ __, V (REFER TO STORM AND AND SANITARY PROFILES FOR CRITICAL CROSSING � ` � � 6" STU B FOR OU TLOT �,� San. Sewer San. Sewer ��� � �` X � ELEVATI ON S) � , �, S a n � S e w e r �n S e w ` S a n S e w e r 4����, ,.:: � w ,` 12" STUB � ; __., . �_., . �_., � . . � � ;�,,�: � � � �� L � __ (CAP & MARK) . .� � �� € � ��:� ���. o ;` (CAP & MARK) �, ---_ __ , __ W � INV:733.52 � ` 71 � 6 6 STUB FOR OUTLOT �: � ��� � QZ FIRE HYDRANT AND VALVE ASSEMBLY (PAINTED RED) � ` � - - - '"�t.. -..� �..��tc: -..� �..��tc: -..� �..� � � �` � � ' ! L 1 i\_ `� �i� ' � ° �`_� _.°`_� _.°`_� _.°`_� _ --- �•6 VALVE � X � ._..:� ._. �._..:� .:� . 4 X - ��� � . -... �. .,,� , --- � -�-=�°' y _ --- CAP & MARK �-- � V _ - C ) _ FIRE HYDRANT AND VALVE ASSEMBLY PAINTED YELLLOW .,,� .,,� .,,� .,,� .,,_ _ _ _ » _� _ 1 , - _ _ , ;;'� 8" VALVE : � � �� � � ` ' ��. : � �„ �... ��.. .� ,...__,�.... ,,. � � -- _� �... s �.-_� � =_ __=�. _- ---- -�- ---------------------------------------------------- -- 12 x6 x12 TEE � �, ; :.._, � X � ` "� r�ss � _ - � ---------------- '' 'k '� ''� '�-°L`--- --------------- --------- � v:737.19 ------ - --- - - - � ---- --- STORM STR #60 °���._: �. .: ��._: �. .: ��._ �.__.� � --, _� _,.-..,. -__,; . ����"�����������"������������`� - , � .,_ �--_�� _ +� .� �- m wooden si l�i '�.� 6" VALVE � ---��` ��''� ;�� . BENCH INFORMATION i1929 DATUM) w/M ES a � W W W ��,•`� c, ,� , W w W .__.. ...,�_. .-,.._.. - 'W � � � :��� . 734.84 . o � � � � � ,., .�. ._. .� .. .�� �.. . � � _ .,,, � � 6 , � �. �t� �_ ���►�� �� ��� ��� � _ � INDR TTA-15 .._. : -- � : o .�.�.----- - � ; � -�-- ---- . . ... --- ___, ���.. ._,�.._.u�.��. -.��..��. -.��.-��.--��.�-_,� ��,:�� . . . 2 -------�-- . . . ; � � � _.� � - - - - ��P- - - � � D I A M E TE R S TE E L R 0 D S E T 1. 0' t t 2"x6"x12" TEE � � 24" w ------------ -----_ -_ -------------- - - - - - � - - - - - - - - - - � 3'rc _ _____ ___ __ -� 5 x3 rcp �gra�ss . H Z1 * AN ONE INCH � _.__. ,,, ............ «<. ___ .,,,_ ..» �. Z� --- ---- ------ --- --- - -------- ------- � � -- ------ -------------- ------------ - - ---------- --- ---' 12"x6"x12" TEE �;` - -----� � _ p_ NOTE: ALL SIZES TO BE � ____ _ _____ . _�_ ,__,,_» ,_ „ ,' 'GAS MAIN TO BE EXTENDED TO �- �grass�`�=�```����`��`���``�-`�- • � -- - � BELOW GROUND, 2.0 S. OF THE W. END OF THE . « «<. «<. _«< «<. «<. «< «<. �__. ,_._, ..� ..� , �, ; in v ,�� � VERI FI ED WI TH M EP/FI RE � exist draina e mh blind tie -- ------- -- --- -==as halt shoulder s-=---'� _---����-- ��------��-�-PROVIDE SERVICE TO THE �---------- --------------- ------------ - --- ----------- -- _ � , .. --- ___ ____�__________ ( p � ____ __��. � _. ,,... „ 4 CARMEL CREEK N. HEADWALL BRIDGE ON 96th Q , - - - - - - ___ __ __ ___ _ ___ __ __ ___ _ __ __ ___ ___ _ .__- _. ___ __-__-__- _ _ __ _ - � -PROPOSED BUILDING. CONTRACTOR � » »>, �___ �__� «< �«< < . • , �� � P R OTECTI ON EN GI N EER � STREET• 0.93 MILE E. OF KEYSTONE AVE. tr.743.21 ��'��� ���=��`����-�-���-��3�, - ._. . ' TO COORDINATE CONNECTION HATH � ---- ---------------------- ; � , STORM STR 17 STORM STR #61 STORM STR #55 ELEV -737.87 `V inv e 735 83 ( � `� `._..``..-_-.-_-__.-`._ -_-.-..-,___` ,`-GAS COMPANY ` n St. N O. 96- 35 24 # V ' ' mh ». 4 `�_"��� B G • . . . ` » » » `• _�.. - .., . ;:1�•___,,; , • \�-__�. c� O: • solid white line �, 12 x6 x12 TEE -�� � . . ___. ___ ___ .__. ___ __. .__. ___ ___ .__. ---. --- ---- ---. - - .__ ___ .__. .__. ___ .__. .__. ___ ___ .__. ___ ___ .__. ___ ___ .__. .__ �__ .__. .__. ___ .--- ---. --- .-- 6 � _ ,:�- ��:--- ,:�- ��:--- � � -- - - - - - ; � 1.5 CU RB � . _. . : . : . .^: . .^: : Ji� • . : : L L L �+ - .. , . �. , �4 ��.r:� \�.. \�.r• \�.. \�.r• \�.." � � \ i ti. � i ti. � i ti. � i ti. � i ti. �` i ti. �` .t.\�..•� � • 1 ..��.� .\��F' ..��.� .\��F' . . `\�✓�' ��. �\�✓�' ��. �\�✓�s � `\����s ° ;_� 12"x8"x12" ; ._. _. � � � � » ��P r. .. �� � STOP VALVE ` ; F (dashed white line) 6 �`'�, : � CONTRACTOR TO COORDINATE _ 'nv(w).733.16 ;°`' „ `� ASI TBM �30 . . . . . . . . . . . . . TEE . . . . . . . . . . . . .__. .__. ___ �__ .__. ___ �__ .__. .__ �_� .__. .__ �_� ___. .__ ___ .__. ___ �__ .__. ___ _ ___ .__. ___ ___ .__. ___ ___ .__. ___ ___ ___. ___ ___ ____ ___ ___ ___ ___. ___ ___ _. __. ___ ___ .__. ___ ___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .__. .__. ___ __. .__. ___ ___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .__. .__. ___ __ ___ ___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .__. .__. ___ __. .__. ___ ___ .__. .__ __- ---- -- - ---- --- --- .--- ---. --- --- � �" " "" "` "` "` "` "` "` "` "` " ` � : W D ' H AM I LTON C ' ON N W WI N GWALL ��_..:�_, _ za..�_, _"' � . . WATER CONNECTION WITH CITY v(e): 732.26 ;`k ��� A DISK STAMPE ' 0.' o exist drainage mh OF CARMEL WATER � � ;� 6" FIRE �� OF 96th STREET BRIDGE OVER CARMEL CREEK. tr. 739.52 I . � ` PROTECTION ``�� E o _ . . . . . . .. .. . .. .. .. .. inv w : 7 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . C TRACTOR TO OORDIN . . . . . . � � ELEV -742.60 � . . . . . .. .. .. . .. .. .. .. .. .. .. .. .. � � � C �� ON C ATE � ... _ _,,. -_,:. _�ti.. ._,� __� � -� J�T I� T� �C� .� � � ,♦� inv e: 734.44 � STORM CONNECTION WITH CITY �: \� �, cv � 2" CURB STOP �` ASI TBM �60 „ � . . , . VALVE ;-�-��� CHISELED X ON SE BOLT FIRE HYDRANT• f600 � � OF CARMEL � � � � � i � ,, „ „ , � 10" vc (dashed white line) � � (dashed white line) N . � . � , --�: . . . . . . . . ; ---- --- --- --- ---� --- --- �--� --- --- �--- --- --- �-- ---. _ . . . . . . . . . . . . \ � .__. .__ �_� .__. .__ �_� ___. .__ ___ ___. .__. ___ �__ .__. ___ �__ .__. .__ �_ ___ ___ .__. ___ ___ .__. __ .__. .__ ___ .__. .__. ___ ._ ___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .__- ---. --- .--- ---. --- .--- .--- --- --- .--- --- --- ---- --- --- .--- ---. --- ._ . . . . . P _ .___ ___ ___ ___ ___ ___ ___ ___. ___ -__ .__. _ _ _. __ _. .__ ___ .___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .__. .__ ___ .___ __ ___ ___ .__ _ ___ .___ ___ ___ .___ .__ ___ ___ .__ ___ .___ .__ __ .___ � ..., --- --- �--� -� --- --. .... ..., ... .... ..., ... .... .--� --- ,--- ---� --- --. �__ __. .__. �__ _ _ .__. ___ -__ .__. ___ _ .__. ___ .__. .__. ___ .__. .__. --- �--- ---, --- --- ---- --_ .__. .__ ___ .__. .__ ___ .___ .__. , � GR ..�. __ _ tr. 740.60 .. _ _��._,__, :__��._,__, :__��._,__, � � • �. `; 1 5" DIRECT , � �� , i .--- N. OF 96th STREET AND f30 W. OF RANDALL w . . . -� as halt � 1� vcp inv(w). 729.05 „ as halt � P ) � . . . � (as halt) , . `��� � ��_�; � ` � (sol id wh ite I ine) � P ) _ TAP IRECT ROAD. ;� . � ., � 2 D � � • � h � \ � .� � sol id w ite I ine , � � ) � inv n .728.80 ;- _. _.. ,. .� ._ . .__. ___ ___ .__. ___ --, : � �--� ___ .__. .__ �_� .__. __ -- �--- --- --- �--. ..., ... .... ..., ... ,... .... . .... ... ... --- �--. � . . . _ ____ ___ ___ ___ ___. ___ __. .__. ___ __- .--- - --- ---- ---. ___ .__. .__. ___ .__. .__. ___ .___ .__. ___ ___ ._ .___ .__. ___ .___ .__. __ .__. ___ ___ .__. ___ ___ .___ ___ ___ .___ .__. ___ .___ .__. ___ .__. ___ ___ .__ _ ._ ___ .___ .__. ___ .___ ___ .___ . _ ___ .__. ___ ___ .___ ___ ___ .___ .__. ___ .___ ___ .___ .__. .__. ___ ____ . Q 5 � CONSTRUCTION : _. ___ .___ .__. .__ ___ ---- --- --- ---- --- --- ---- ---- --- ---- ---- --- ---- ---- --- --- ---- --- --- ---- --- --- ---- --- --- ---- --- --- -__. ___. �__ .__. ___. �__ .__. ___. -__ __. ___. -__ .__. .__. .__. .__. --- --- --- .__. .__ ___ .__. ..� _ __ _ _�. _ __ _ __ _ __ _ �- -� _ .___: �-._ �� TAP ELEV -739.76 ° '� LI M I TS ( TYP. ) �' � . . . � � ��� � .��_._ � __ \ • • • I .., �' ,,._..•.__ .,�__:.�__..:: � w ,:,,, ..�� .;,, ..�� .;,, ..�� ..�<< ( sol i d wh i te I i n e) � ( sol i d w i te I i n e) . ---------------------------- - -- -.� : --------------- � - - - - _ - - .... .� .�,i.,_,i.,.� _ �,i.._,i..�,�..�� __ __ __ ___ __ __ ___ ___ __ ___ __ __ __ _ .,�.�.y..f�,�,..f_�.�,j .� ,� __ __ _ __ _ _ --- --. ..., ..., ... ..., ..., .., � _ .�:�_,� ._. .._�: .. ,�_ .�,�_�,�,�_�,�,��,�=------------------y,�.��,�.,���,� �,�,����=-- ---- ----=�L--------------------- --_-_-=_ --==----- -.�.��.�.��� _.��,�� . -.�- � . - �- �i`-` ��`������ ASI TBM �61 � � 6"conc curb � (asphalt shoulder) ----- ----------------- ------------ ------------ --------------- ---- ----- - -- � - - - �asp alt sho Ider) --- --------------------- � ( � - - - - - - .__. ___.- �- - ___ .___ .__. ____ .___ .__. «< . .... .... .... . __ �___ «<. .... .... ...�... _« <__. ___ .�.. .... _.__ .__. .,,, .... «< . _«. .. . �... ..,. ___. �.., ...,,,, .... ... .«. �__ ,.__ .,,, �.. .... «<. _ « «<. .... ... .,,, .,,_ .__ _«< .... .. - - - - - - - - - - - - - - - - - - - - �a - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - , » » > � , ,, :« . » _ . . .__ .», .�....., .___ .�. ,�� » ,,: �... ..�. ___. _�.. ...� .__ . .__ .__. ___ .»»> .»_ .__. _� . ___. .�� � � » ,::.. . «. __ ._�..___ .__. _� ._ _ .__. _,. ___..___ ___. ___< «<___ ____ .__. ___ .,» .», ... ....i.... ... «<. «<. ,___ ________ ___. ,_ � «<. «.. ........ .... ........ .»> .». ___ ._ _ __. .... ..., ___ ___< «<. .... .» .___ .� .. ..., ___ ,� CH I SELED X ON SE BOLT FI RE H YDRAN T; f 300 , � c� (conc) / ,� -� � _ 18 cmp ,�� � �-�- d�r ction only � (grass ' �� / �.--------- ...-� ---------------_- ---- ---- ...._ � - 9 6 t h S TR E E T A N D f 3 R A N D A LL �--------------- ��: }.• . � ____._.�_ WATER SER VI CE CON N ECTI ON N. oF o w. oF _, o. . -- ---- -------�--- � - - - - - - - - - � i n . . . 59 ---- ---------- . . --- --------- --------------�-- � , -----------� . . - ..__. � � / � ---- - ------ v: 737. . .11 � � � � �___.- . .---- ---- ---- . . . . ROAD. �z�. .__. .,,, .... .... .... ,,. ___ �___ «<. «.. ..., ......, .«. .__, .�.. «<. _.__ .... . .�.. «<. • �. .__ � . � - : � . i n w 738. 03 ,_:: ° � � : . . rass / . _« �__. .» .� .. .... .... .... .»» .___ .__. ___ _«. «. .__ ,.__ .. . ..__ ... rass w MES __ .___ � � � �� � � , c pad) � D ETAI L _ . . w � 9 ) 1 wood en s i g n ) w/i� ES ��. ,_.w�/M ES... ._._ .... «_.__. .�.. «<. .__ .,,, � 9 ) . .... _. . __. .__ .»_ ..._ � _�.. __� � � v � � -�, __ ... .r. ... � �., __� __ .._. .... �..« ..�. ._. � . . » > ELEV 738. 37 w J � ( con c) ... �__. .__ .... «< ..__ .,,, .... �___�., .,_ .._ . � � �_ � � � � � � in v: ����: � Q .�� .�. .� .�� �> >.... .... _�.. ._�. .__. .»_ ..._ �.. _� .�-_ .� ..� ..�. ._. �� .� .._ .�� .� 1. SCALE: 1 =10 QQ � ara ss/ .. ,,, �,t�.�,� ,.�� �, � � o � � � � � � � �� o w M S � ««< <__. ___. __. ___ .,,, .,,, _.. .... .. . .... «<. C ✓ / � � .\ 4'� `�\ �4 .4ti `�i�� \��w / o v ------- -�``�� �;� ��.-;� �.;; � �`,:�� ���:..�: �� ��` � ° �� conc pad (grass) � 1 ASI TBM �62 �%% � �\I I C�`� 4. , . �; v �. t.'�as C` ti. � w .�ti � � (� � f� f> > � � i � �i �, ,��� �'``' "'�; `�;��� '������ `- N . , i . . CHISELED X ON SE BRACE POLE; f60 N. OF � z i � � o � � � exist sanitar mh � exist sanitar mh �� � metal si n y y 96th STREET AND f200' W. OF RANDALL ROAD. � o (asphalt) c, . . 9� tr:74�.50 � tr:740.33 exist sanitar mh �� o e x i s t s a n i t a r y m h • . � • • tr: 740.56 y E L E V - 7 4 0. 1 1 � tr. 741.73 inv(w). 730.00 I inv(w). 729.71 - - - . i ♦ -...... .., � � ao � 0 � W ` � 0 p�N o �c�o� Q c� c�i .� ��� o (� N � � ��� � ZZcj v J � L w � QO� � 0 �Q� �Qti ti°z"' -ti � J � � U Zz � 0 � W � _ z ~ Q � U � w� Q� � � ■�Q ■■ ```�������������������� �,,• � FETAy �%, �� �.� • • �C/ �i ��` Q' � ���STE C' '% � � RF� � � � � � _ . No. . _ _ * 19900549 * _ � /°� �'. STATE OF '� �� �/O• •/�` •,�,�••., /H��AN�` •����. .. F .. ���.� �,, �/ • ````� �,,, ON A �i� �� • ERTIFIED BY 10/1 /20�3 J � J � � � r N W � 0 � � � � � ■ � .. Q� w � Z Z L� � Q Q � � � � w Q Q a - Z � � - � W � � J , W � � � � a 0 V � N r W � � � � � J J Q Q Z 0 Q � Z � � � Z U � � � � � w � � � � � W W�� J W OC W a � � V � � � � � �■+ � � DATE: 12/21 /12 DRAWN BY: PED CHK'D BY: AF �OB N 0. 2012. 01436 R EVI SI ON S 3 ADLS/DP 06/04/13 4 TAC 08 16 13 � � 5 COMMENTS 09/10/13 g COMMENTS 09�25�13 7 COMMENTS 10/09/13 SH EET N 0. OF 2012. 01436. CE. 05. C300. U P. d wg