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CC - Preliminary Plat GRAMERCY HEIGHTS — 2013 PRELIMINARY PLAT OVERLAND ROAD W eW MERIDIAN , IDAHO e e � ��� � U LEGAL DESCRIPTION I �� J A PORTION OF THE W 1/2 OF THE NE 1/4 OF SECTION 20, T.3N., R.1 E., B.M. I 0- O BOISE MERIDIAN, ADA COUNTY, IDAHO o Z _ U I I I E.BLU O II I I z � Oc I` � O II I I Q I I O M 4--8 II I I Q CIO > II I I O STREET V Q O 11 NJ 6SITE > - o 0 �� I m II W — — — ----I N _ _ _ _ _ _II O � �- Lu O — — — — — —I C - BLUE HORIZON DRIVE - - i 0 a0 CID •U II - U 0 � z O W i991 -- --- R3238520200 II I U R3238510290 II I u U Q ST. LIKES REGIONAL GRAMERCY, LLCII; I O w > MEDICAL CENTER, LTD 2009 S.WELLS AVE I I 1 2069 S.WELLS AVE MERIDIAN, ID 836421 j S1022760110 (, I MERIDIAN, ID 83642 11 HEALTH CARE REIT, INC 3 2131 S. BONITA WAY l _ _ MERIDIAN, ID 83642 -I------------------------------------ -- ---- EU- —E.GOLD STONE STREET- UU I R3238510320 I LING, LLC I E F G04 21111 S ACCOLADE AVE R3238510670 R3238510680 I �STOAT 1111 ME RIDIAN, ID 83642 2COREY ACCOLAADEOAIVE 2603 RAMERCY, LLCIE GOLDSTONE ST. AL 1 m �FOR�VF ® cjSXONsT E�Gf MERIDIAN, ID 83642 MERIDIAN, ID 83642 I � I R1022760100 l I i I i HEALTH CARE REIT, INC LLLL 1 I 2131 S.BONITA WAY Ul \ 62 1 S1120244600 I MERIDIAN, ID 83642 I /3 p I - - — E. BLUE TICK STREET — - - i FIELDS AT GRAMERCY � ��JT OF j 1 E BLUE HORIZON DRIVE a E I- wal. I MERIDIAN ID 83642 SIN 1 0= VICTORY ROAD z i c co LU I LU Q R3238510690 I Q R7406020050 o AVGRAM, LLC I R1022760090 w p I Q 2543-2549 E BLUE TICK ST. I SHEET INDEX MERIDIAN JOINT SCHOOL DISTRICT NO. 2 J KIMBALL PROPERTIES, LTD U O } O MERIDIAN, ID 83642 j 2257 S.BONITA WAY Z) � m 2000 S MILLENNIUM WAY U MERIDIAN, ID 83642 1 U I MERIDIAN, ID 83642 1 OF 3 PP-1 TITLE SHEET o ILL° 2 OF 3 PP-2 PRELIMINARY PLAT � z I 3 OF 3 PP-3 CONCEPTUAL ENGINEERING PLAN AND PROFILE w cwj ii 1 � zuS z z GE m0z O O I L_ - - - - J NOTES O z 1 E.GRIFFON STREET - ~ > O U 1 1. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR O E O U) R1022760082 PUBLIC UTILITIES,CITY OF MERIDIAN STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET z � z wp I z ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF (7 F- �_ CPA INVESTMENTS, LLC HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. Z O > 1 Q 2289 S.BONITA WAY = U I MERIDIAN, ID 83642 Of 2. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR Q PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ALL REAR LOT LINES; 1 1 ❑ � w S e OR AS SHOWN AND DIMENSIONED,OVER THE FIVE(5)FEET ADJACENTTO ANY INTERIOR SIDE LOT LINES. 00 q IN,1 y 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT z 1 THE TIME OF THE RESUBDIVISION. R7406020050 I — — E.COPPER POINT STREET — 4. THIS SUBDIVISION FALLS WITHIN THE NAMPA-MERIDIAN IRRIGATION DISTRICT AND ALL LOTS SHALL BE SUBJECT R1022760072 CITY OF MERIDIAN I TO THE ASSESSMENTS OF SAID DISTRICT.THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT 2000 S MILLENNIUM WAY COPPERPOINT, LLC THROUGH A PRESSURED IRRIGATION SYSTEM IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805(b). MERIDIAN, ID 83642 I R3238510310L- L 2867 E.COPPERPOINT DRIVE MAINTENANCE OFTHE PRESSURE IRRIGATION SYSTEM SHALL BE THE RESPONSIBILITY OF THE ITY OF MERIDIAN MERIDIAN, ID 83642 NAMPA-MERIDIAN IRRIGATION DISTRICT,OR ITS ASSIGNS. SEE INSTRUMENT NO. 107020167 AND 107020168,ADA 0 S ACCOLADE AVE COUNTY RECORDS. MERIDIAN, ID 83642 5. THE DEVELOPMENT AND/OR OWNER SHALL COMPLY WITH THE IDAHO CODE SECTION 31-3805 OR ITS __________________� — PROVISIONS THAT APPLY TO IRRIGATION RIGHTS. — — — — — . — . — . — . — . — . — . — . — . — . - 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF R5330160640 R8441910030 _ - - THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION AND/OR DRAINAGE ENTITY. S1120131550 \ MERIDIAN_ _ _ CITY OF MERIDIAN CITY OF MERIDIAN CITY OF / E COPPER POINT - - 7. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE 2400 E THREE BARS DRIVE 2400E THREE BARS DRIVE MERIDIAN ID 83642 APPLICABLE ZONING REGULATION OF THE CITY OF MERIDIAN. O MERIDIAN, ID 83642 I MERIDIAN, ID 83642 � - - _ _ _ - - _ / 8. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH W = �— GROUNDWATER ELEVATION. LIJ m 0 w i 9. LOT 17, BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY THE GRAMERCY LOT OWNERS — ASSOCIATION,OR ITS ASSIGNS. z- U) I 10. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,WHICH STATES: U Q w "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR � Q J PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A W W ~ NUISANCE AT THE TIME THE OPERATION BEGAN;PROVIDED,THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OR APPURTENANCE TO IT." 11. RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION. LEGEND 12. THIS PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 106141056 AND -- BOUNDARY LINE 107130132,ADA COUNTY RECORDS. RIGHT-OF-WAY LINE W W13. SEE THE PLAT OF GRAMERCY SUBDIVISION NO. 1 AND 2,ADA COUNTY RECORDS, FOR ADDITIONAL DATA OF ------- CENTERLINE 3 3 =3 =3 RECORD. > > PROPERTY LOT LINE � 25 25 C> W 25 PRELIMINARY PLAT DATA EASEMENT LINE 17' 17' � 20' PROPOSED CONCRETE ROLLED CURB AND GUTTER a a TOTAL ACRES 5.59 AC ZONING PROPOSED CONCRETE VERTICAL CURB AND GUTTER 3' 1 5' 2' 15' 15' 1 2' 5' 18, 2' 5' 1 5' PUBLIC RIGHT-OF-WAY 1.17 EXISTING:R-15 PROPOSED: R-15 PROPOSED CONCRETE SIDEWALK S W S W S/W RESIDENTIAL AREA 4.33 MINIMUM LOT SIZE(SF) 2445 EXISTING 5'CONTOUR ROLLED CURB & GUTTER ROLLED CURB & GUTTER ROLLED CURB & GUTTER COMMON DRIVEWAY AREA 0.03 SINGLE FAMILY 4,235 SF PROJECT# GRAMERCY — —2441— — EXISTING V CONTOUR 1.75% 2.0% 2.0% 1.75% 2.0% 1.75% USEABLE OPEN SPACE 0.06 AVERAGE LOT SIZE DWG FILE C-TTLB-GR 0 1 SS— PROPOSED SANITARY SEWER MAIN,MANHOLE AND SERVICE LINE TOTAL LOTS 38 5,092 SF DESIGNED BY BT LSD— PROPOSED STORM DRAIN AND MANHOLE ° SINGLE FAMILY LOTS 37 RESIDENTIAL GROSS DENSITY(Du/Ac) 6.62 DRAWN BY KDH &— PROPOSED STORM DRAIN DROP INLET ASPHALTIC PAVEMENT ASPHALTIC PAVEMENT COMMON LOTS 1 W PROPOSED WATER MAIN 3/4' MINUS CRUSHED GRAVEL 3/4' MINUS CRUSHED GRAVEL RESIDENTIAL NET DENSITY(Du/Ac) 8.43 CHECKED BY BT W EXISTING WATER MAIN 6' MINUS PIT RUN GRAVEL 6' MINUS PIT RUN GRAVEL ISSUE DATE 10/14/2013 COMPACTED STABLE SUBGRADE COMPACTED STABLE SUBGRADE ENGINEER DEVELOPER OWNER PROPOSED WATER METER BOX LOCATION HORIZ. SCALE AS SHOWN PROPOSED FIRE HYDRANT TYPICAL STREET SECTION LOT 17 ACCESS ROAD/PATHWAY CIVIL INNOVATIONS, PLLC THE WESTPARK COMPANY, INC. GRAMERCY, INC. VERT. SCALE AS SHOWN —� EXISTING FIRE HYDRANT 3SCALE: NO SCALE-50'RIGHT OF WAY 4SCALE: NO SCALE CONTACT: BEN THOMAS CONTACT:TAYLOR MERRILL CONTACT:TAYLOR MERRILL PIRR PROPOSED PRESSURE IRRIGATION PO BOX 170811 PO BOX 344 PO BOX 344 PIRR EXISTING PRESSURE IRRIGATION BOISE, IDAHO 83717 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 PHONE: (208)914-0770 PHONE: (208)888-9946 PHONE: (208)888-9946 p p 1 SHEET 1 OF 3 CACivil Innovations Projects\2013\13-0920-GR Gramercy\200 - Construction Drawings\201 - Base\13-0717-GR-PP.dwg Last Saved: 10/15/2013 5:11 pm GRAMERCY HEIGHTS - 2013 PRELIMINARY PLAT MERIDIAN , IDAHO v _ _ J I I Q UI F " I I E o ICI I " I .� O O 17-1 R3238510690 j I *' S1120244600 TACC( I U) r � AVGRAM, LLC i I COLADE SUB I FIELDS AT GRAMERCYLADE BDIVISION NO. 1 7 2543 2549 E BLUE TICK ST. I E BLUE HORIZON DRIVE ` O (FIE APARTM PARTMEN ) I O � BM#7 MERIDIAN, ID 83642 I MERIDIAN, ID 83642 I I O 4 ._ R1022760090 M �••� I I 77 IF.I "' I KIMBALL PROPERTIES, LTD � O) > I I I a 2257 S. BONITA WAY ,/ X Q �` O _ I MERIDIAN, ID 83642 GL O _ CO rz f� I m O c I I I /-L 1 O W 1 11 I I I I I U 1 1 Z b •O • • •> z m C: I O J �er I (UNDER CONSTRUCTION) (UNDER CONSTRUCTION) 6 A[ f L f f f J J A[ J -G RA E 6-L ]L A[ J� RA E 10-A[ L ]L AR GE 10 LJ GA GE w I _ - 573.55' N89' 54' 13'E - - - -- -- -- -- z ------- 193 55 N89 54' 12.54"E w , O �s BLOCK 1 _ ;,,1 \\I cco Q - - - - - - - - - - - -E.GRIFFON STREET- - - - II - - 1 - - - - - - - - �9� ------22 O O �' i'\ 7422 SF L0 I U \ ig* 50.00' 50.00' 57--�0 00' 50.00' 50.00' 50.00' 50.00'' 30.00 �y \ N89' 54' 12.54"E__ I LD b I o I I R1022760082 C� �' Z -------- -_-'2s a b / 5828 SF ,' I I "I �J IN P•`� 58 - � I o / I I CPA INVESTMENTS, LLC 9 BLOCK 2 ;�, b ,�_--- ,� - b ,�-- ,� b ,� BLOCK 2 ,�, 1 5 ' ao / $ 1- 2 $ 3 0 4 $ 5 0 6 $ 7 0 8 o N �/ I I 2289 S.BONITA WAY -------- --- _ _ cc _ cc _ cc _ _ \ .: 115.30 i I I MERIDIAN, ID 83642 4800 SF z 4800 SF rn 0 4800 SF c 4800 SF rn 0 4800 SF c 4800 SF rn 0 4800 SF c 5146 SF ` z / ' / N89' 54 12.54E 1 I I c ----- z z z z z � z \\ $ j J/ / r 1 1111 II LU ,\ p \ --� ---- 265g --- -- ' \ i Q ' 5725 SF ti/ � �I 11 i II p 50.00' 50.00' 50.00' -- 50.00' 50.00' 50.00' 50.00' 55.00' i / `� I i i I v co c�i _ i \\ \ 0' Z J $ 0 i 113.72' �� Iii O � U - _ m i. / / / IIII ILw _j N co -2660- ?` b / w U cn ' � o I 19 / / dol I I II � Z �� i' ,n $ 1 5647 SF / �o`o '� I I I w O Z O O \ $ BLOCK 2 c $ ��\ b b b 8 o BLOCK 2 0 / :r ,- ,/ /� /��I Ir j h 0 Z O_ 16 15 14 0 13 0 12 0 11 10 9 b 5 ' i / I 4 co b co rn in rn in rn in rn in rn in z / / ' 112.14' ' ' i I 't t I I'I ~ Q w m 4800 SF z 4800 SF rn o 4800 SF o 4800 SF o 4800 SF o 4800 SF �\ o 4800 SF o 5146 SF 4 / b " t l I I ~ > D' U ------ 6 0 0/ i N89' S4 12.54E `� i I I O - O �/ Z Z w 1 \\ \ 11 I I (A Z p a, \I �, I / i BLOCK 1 \ i o� i I i z_ 1 18 1 ITm �ti i ,l 4 J ,._.: 01 J 5675 SF / "'1' /I l\ Q J�f � O 50.00' 50.00 50 00 50.00' 50.00' 50.00' 30 00 � I '�_ ,� i � _ I 9.54' S89' 54' 13"W » �n 119 77' N89 54' 12.54.E "' \ I p 1- - - - - - -E.COPPER POINT STREET- - - - _ - - - ; - - - - - - - - 17ioz II rr - ^`\\ \ec oN% 3944 SF ---- 13.91' 55.00' 10' 10' 60.08' 55.00' 10' 10' 55.00 55.00' 10' 10' 55.00' 55.00' - 10' 10' .46' _ I 2 62 b b' b BLOCK 1 i a ---__ 1 co 0-BLOCK 1 b b b / b b 12 0 13 o c 16 t o I r1 $ o \ 4 0 5 g o `.8- i $ 9 0 o Go 0000 000 1 000 I r- r- r- 4235 SF r- 4235 SF r- r, 4235 SF r- 4235 SF ^ 4464 SF 4730 SF - 5050 SF 4235 SF �\ % / o ^ I I \ R1022760072 ca co co"' b r�� b b ' / I 1 I \ \\ \�� COPPERPOINT, LLC 0 55.00 0 .r 55.00 55.00 0 � 55.00 55.00 0 55.00 / 55.00 / U 57.37 I 1 I I\ \ \\ 2867 E.COPPERPOINT DRIVE z & o \ MERIDIAN, ID 83642 2 ^�^ $I z__ z z---- 2662 O I..L cV I - I b LU 2 3 b 6 -7- \10- 11 b 14 15 5645 SF 5645 SF ,� 5645 SF 5645 SF g 5645 SF 5645 SF q,'' 5735 SF ��/ 5824 SF i� I I // \\\ \ T Q 1 2664 ------ ---------- 2663---------- - ' --� 66 I I \ _ \ z -- - - 65.00'---__ --2665 65.00 ---65.00'----- 2 65.00' 65.00' 65.00' �' 65.00' ' 65.00' --- V L -- - - -----------I---------- ----2666 -- --- 520.00' S8T 54' 13"W-____-------_ - fy,�e� --- LU -... \\.-. 0`266-5 --_ __ -..._..._. .�..._.. -.. �8441910030� ------------- -.. _ --_ -- ------ - --- -- - -. . CITY OF MERIDIAN -- - S1120131550 I 2400 E THREE BARS DRIVE --CITY OF MERIDIAN _ 1�- I w MERIDIAN, ID BARS D MERIDIAN, ID 83642 L^^.� -Top roP TOP TOP TOP ' TOP - - _ TOP TOP - - - TOP TOP TOP i i / TOP TOP 70P TOP TOP - - roP - - - _ _ - PROJECT# GRAMERCY DWG FILE C-TTLB-GR DESIGNED BY BT DRAWN BY KDH CHECKED BY BT ISSUE DATE 10/14/2013 HORIZ. SCALE AS SHOWN VERT. SCALE AS SHOWN 50 25 0 50 100 PP=2 HORIZONTA SCALE IN FEET SHEET 2 OF 3 CACivil Innovations Projects\2013\13-0920-GR Gramercy\200 - Construction Drawings\201 - Base\13-0717-GR-PP.dwg Last Saved: 10/15/2013 5:11 pm I - - I� � I I I — l� I I_ _ _ I —� I I II _ — II / — — — — _ — - - _ _ I I I I 1a ��.n �.-'� I I I I _I I I I I , L,--I'' I I I I � / __ ,- ,-265a,,, I I ° ° __ - - ��' - LEGEND : 8„W y / W W w W W W \ I -- BOUNDARY LINE 1 CO#1 \ BLOCK 1 RIGHT OF WAY LINE ;::. o - o� / o I oo (' / -- - -- CENTERLINE - - - ° ° o - S4 - +\ -11 S - �E.GRIFFgN ST ET+ - - �� - 3D H#3 ----22 --_,�'' I S ' SS / - __7422 SF V 1 PROPERTY LOT LINE J MH#Y� \ \ - �- 11 - -- --- ---' 12 13 / - MH#2 1 \ i 1 EASEMENT LINE .. \. \::,; i h 1 \ IPROPOSED CON CRETE ROLLED CURB AND GUTTER 1�-- \� J URB AND GUTTER T— =J-- - ' �65� \ \\ _ _ - , \ PROPOSED CONCRETE VERTICAL C I - 657-- I -- ---- --- \ I ' \ I SIDEWALK ROPOSED CONCRETE L--2657'__I I 11 ,' j ' / - li : !r-/ 1 \\r/ 2445 EXIS TIN G5'CONTOUR Z O C \ \ / 21 - I I - -2441- - EXISTING 1'CONTOUR O O M O \\\ -----_____ _� _2658 \\\ "`I 34' /� 5828 SF /�i' jV 1 0 SS— PROPOSED SANITARY SEWER MAIN,MANHOLE AND SERVICE LINE C (>� 1 BLOCK 2 --- BLOCK 2 5 ' ::_ PROPOSED STORM DRAIN AND MANHOLE X Q �` O ----------- ------1--�T` 2 ,' 3 4 5 6 7 .\ 8 \ t;:_<{: // �' `\ II I l PROPOSED STORM DRAIN DROP INLET O O � 4800 SF -_ 4800 SF-' 4800 SF 4800 SF 4800 SF 4800 SF 4800 SF 5146 SF \ III I 1 W PROPOSED WATER MAIN m �� \\ 15 00 / /i oo� , 111 � / I 11 W EXISTING WATER MAIN O PROPOSED WATER METER BOX LOCATION z O 0 �J = / / i 20 / �i/ � III 11 �� PROPOSED FIRE HYDRANT z m � '265g_\ ' I z / 5725 SIF , 1 O I� > ' ``/ / III I I 1 �� EXISTING FIRE HYDRANT _ PIRR PROPOSED PRESSURE IRRIGATION J 4"PIRR I _ \ PIRR P RR \ \PIRR PIR PIRR \ \ -pQ== PIRR 11 i i PIRR EXISTING PRESSURE IRRIGATION \� I C9 \- \ \\ {: m ,; 1 --2660 _ I 19 I JI I I - I I 5647 SF' BLOCK 2 BLOCK 2 ALIGNMENT- SEWER MAIN CONNECTION \ 1 16 15 14 `� 13 12 11 10 9 50 / ,' ,' /1 I III I 2665 2665 ` I 4800 SF 4800 SF 4800 SIF `� 4800 SF 4800 SF 4800 SF 4800 SF 5146 SF / / ' ' ' -d I I`ll I I 1 ,, �\ -6, - -----' - - ------ ` - 6 4 / O / % /,i \\\ t\ � I II I I I �r7 00o INS' m INS' �`\\ 16 / 1 \ \\ 1 `lil I I M o�n toU) pN +N BLOCK 1 \\\ i i I j i i o N it II it II 1 1s , 1 , I I II > �J J xpNAL E 5675 SF I 1 I \ i t l\ J cn w v7 w cJ !�l N 1 I 1 "' I �� CONNECT INTO EXISTING 8"WATER MAIN <. . .. . .. � Pro osed Grade At Centerline W W w 2660 2660 Exist g Gro At Centerline I�^ 1 O"w ' W W W W W ' \I ; /n u �I 1 ' 6 0 6 0 0 _ 17, - — - - - - - +-E.COPPER POINT STRE - -I - - - - - - / / $»S' j o+M N 19 MH#6 9 rn \ 18 00 17 MH#5 j o / 3944 SF I_ N4 \ s w w 11 w rjrj� OF �p I _ - I __ \ s ng e N P• xi an o e emo e -- - - -- - i ; II\\ \ Connect Sewer ain lnto Existing 2655 v ewer a�n 2655 w - o I o N 2 62' ��' i BLOCK 1 1 :/ 1 `\ �\ o II � z_ LU ----__ ^^ BLOCK 1 \ \ ' 12 13 / 16 1 II \ \ w m 1 �� 4 5 `8- ' 9 4464 SF 4730 SF 5050 SF j / II ` o N o ❑ LL 4235 SF 4235 SF 4235 SF 4235 SF 4235 SF /� /� Ir \\ m z II ad oo O 1- U 2650 z + „ II 2650 � z cn ACCOLADE o X r ^N o z z Uj O uS z z APARTMENTS 0O a Z Z Z m0 z O0 U T \ % \ I I I\ \ \ \ I I I\ \ \ EXISTING 8" PVC 0.40% Q ILIJ \ \ \ II N N of a0 a0 Cn 18.96' LF z � z I11 `\ \ -- 2662--- i i i� i i I \ \\ \` OF 8" PVC O z ❑ - ® 0.40% J ------ , I z_ - ' O 2645 2645 = t� 2 3 ---M - 6 7 ---- 10� / 11 � z ,' 14 ' 15 � z ' 5735 SF ' 5824 SF \ 5645 SF 5645 SF \ 5645 SF 5645 SF 5645 SF 5645 SF �� �, I 4, O 1 05 I 1 1 1 --------------- ------------ - 6"PIRR -PIRR--- _-- PIRR -PIRR- 6 PIRR PIRR PIRR PIRR PIRR _6 _ __ _ __��___ __ ------------- --------- /----------2666---- ---------------- -- i i 10+00 11+00 12+00 — — --------- -- -__- - - - -_-_--�'� - - - - - `_-_ '... - - sue - - - - - - - - - - -r� - - ' - - ...- - T - - l — 40 20 0 40 80 3 1.5 0 3 6 V HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET z ALIGNMENT- E. GRIFFON STREET v♦ w 2670 2670 ~ w J m LU 0 (' z LL .N ' - _ � O 00 N W r C) I Z = Q Z w o U c�D v Z c+O N � U 2665 N cn 00 3 II II N of co P LU o °° Z 0 3 co cn M o ¢w r-jLO�n a o N cn 2665 Q CD CLr) v �N " > °° o J Prop sed Grade At Cente line + N o Q m M N pp II II W r, N c��D N LOOON N N w Existing Ground At Centerline �'N " >" n�/ Q z 0o ao � N '6 ao II ¢w li z II II cep ¢w O^ N II +� II �¢ 'I W nM N m (/7 W c+DCo C, Z cDN O Z (n Hie I..I. p W 06 N LU LLJ W C V I I N N Z Lf) N N!Y 0 O C Z o + II = II II Z Z Z ¢ II Z Z C cn oo z z Propos d Grade At Centerlin N N M N N F s N N E 00 00 0.5 % I I p cn �� II N N II II > > cn cn a0 00 00 --- 0- o�� o N Existing C and At Centerline + '_ 11 11 N Z Z 2660 +cn o N �, o z z �'�'0 °° oo 2660 +,r, ^^ o N Z o cn = II II z z Z 0.70%cVCD II S ¢ �- II >" x 'I II z co cco Of co 0o 00 0.70% �JZ N��z Z cn w w cn cn 0c 00 0.40% U 2655 2655 E. COPPER POINT STR ET PROJECT# GRAMERCY E. GRIFFON STREET E. GRIFFON STREET S. BURGDORF AVEN E 319.35' LF OF 8" PVC O60% DWG FILE C-TTLB-GR DESIGNED BY BT 2650 DRAWN BY KDH 219.97' LF OF 8" PVC ® 0.40% CHECKED BY BT 214.92' LF OF 8" PVC ® 0.60% 167.31' LF OF 8" PVC 0.40% ISSUE DATE 10/14/2013 HORIZ. SCALE AS SHOWN VERT. SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 PP=3 SHEET 3 OF 3 CACivil Innovations Projects\2013\13-0920-GR Gramercy\200 - Construction Drawings\201 - Base\13-0717-GR-PP.dwg Last Saved: 10/15/2013 5:11 pm