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PZ - Conceptual Engineering Plan N rri L Li N O 17 w \� 34 0 . Pi Pi 11 12 13 14 15 32 33 34 35 `�o, 1 O N m - — a C�z — N O8 °° 10 18 �c�n O 0 BL 1 26 O CK I O O 31 f 29 30 GRAND RAPIDS ST. 4 N O 07 $ s 8"S GRAND RS PIDS ST. O 32 N O O 1 00 8 W OLLi 12 O ® GRAND sRAPIDS DR. 8'W rn "'Lf 'o 6 zoQ 20 30 26 O O 0 40 80 160 240 Co :. 24 33 Plan Scale O I N z 11 O cn Ow 21 29 25 3 O CONNECT TO EXISTING QO < O O O WATER MAIN Cn Co 4 — — 3 ;o BLOCK �w Co LEGEND 1p Jn Q y� w 23 N 3 O O O Q O Q O 8 w BELL TOWER DR. a in W O 22 2s Lu z4 O Q 7 °- 8' BOUNDARY LINE "s 8"s N �� BLOCK 5 a 0 v N BLOCK 4 O OFFSITE BOUNDARY LINE 8'S O O J Lu J CC 12 O U Q 22 PROPOSED LOT LINE �? 23 27 cn 23 5O a?v 8 O O7 0 FOUND 1/2 INCH REBAR EXISTING SANITARY� SEWER MANHOLE ,p RIM:2539.45 OS 0 FOUND 5/8 INCH REBAR N INV:2512.60 O5 � � � 8,, ® SPIKE Pi 6 O 24 26 22 6 O9 9s/S 10 00 PROPOSED IMPROVEMENTS P I25 N s s s SEWER LINE S O 20 w w WATER LINE 8.1w 8..w 8 8"W 10 O �S SEWER MANHOLE 3 8"s s"s 8"s 8"s 8"s 19 2645 PROPOSED CONTOUR O p/ BLOCK 3 11 �= O 26 PI PI � —. � C r EXISTING FEATURES S y O C° 21 vi 13 17 s s s SANITARY SEWER LINE Y 25 24 23 22 S CgRIFs w w WATER LINE w � O O O Fw owc 3 qY 14 G G G GAS LINE J s O g..s 8 W 28 9 8 S �'� —op—op— OVERHEAD POWER LINE w 8 W 20 J� 10 15 g G G GRAVITY IRRIGATION LINE MIRgMENTE CT.8 W O O BLOCK 14 O SEWER MANHOLE N O 11 8..s �29 21 20 11 � Om WATER VALVE �� — — A� 12 19 8s ® WATER METER 13 14 19 18 12 5 FIRE HYDRANT sn —� _ O O POWER POLE —�— BLOCK 6 15 13 16 30 $..W 17 13 POWER BOX N � Q f= O 17 g..S(VIfR/-1ENTE m a D s"s 8.,R' s EP EP EDGE OF PAVEMENT �—gyp—�_� 18 —E�—_� 5 EG EG EDGE OF GRAVEL EP 14 .. �\P-y PRELIMINARY ENGINEERING NOTES EP ` 34 Ep EP �O, 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS N WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER F/ — ��_ 36 _ MAINS IN N. BLACK CAT RD. V N E —EP M��E CREEK Ep �_ o'�P— � g 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY _ — — \\ s WILL BE SERVED BY THE CONNECTION AT N. BLACK CAT RD. 37 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. N �\ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE \\ WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN \ REQUIREMENTS. \ 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL DESIGN. 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED 60' RIGHT—OF—WAY \ \ DURING FINAL DESIGN. 0.5' 0.5' \ 3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC—TBC 16.5' TBC—TBC 8' PLANTER 5' SIDEWALK \ ^ SLOPE TO — — — �sPs PSIS PSPS PSPS PSPS PSPS PSPS PSPS PSPS PSPS PSPS PSPS PSPg PSIS — S — S — — — S — — c— — — — — — — EXISTING a — — — — PS PSP PSP PSP` —PSPS PSPS \ \ \ \ \ \ \ \ \ \ \ \ // // /lo z \�\\ \\/�\/\\/ /\/\\/\\/\\/\\/\\/\\/ /\\ \\/\\/ \ \\\\/\\/\\/ 0 1' LANDING, � /� /\ /\/�\/�\/�\/��/A A / E 3" ROLLED CURB ASPHALT PAVEMENT o AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE w 6" MINUS PIT—RUN SUBBASE Z w a TYPICAL LOCAL STREET SECTION SCALE: NTS 0 r a 2' CLEAR 10' WIDE PATHWAY 2' CLEAR 63' RIGHT—OF—WAY M '-1 0.5' 0.5' a a 5' SIDEWALK 8' PLANTER 18' TBC—TBC 18' TBC—TBC 8' PLANTER 5' SIDEWALK PRELIMINARY — NOT FOR CONSTRUCTION 3:1 MAX. G SLOPE TO EXISTINGI - -I I N A L QUARTET NORTHEAST SUBDIVISION 0 SS�p f NC z / / / / / / / / / / -I I I I I - CONCEPTUAL ENGINEERING PLAN \\\j\/\\\//j\//j\ \ \ \ \ \ \ \ \ \ \ \j MERIDIAN IDAHO / , 0 REVISIONS < �� 01-32-20 0 1' LANDING, ASPHALT PAVEMENT I I III 9 P� v 6" VERTICAL CURB NON—WOVEN GEOTEXTILE FABRIC. 3/4" MINUS CRUSHED NO. ITEM DATE ,S, lF OF a AND GUTTER, TYP. ASPHALT PAVEMENT AGGREGATE BASE K\N z 3/4"—MINUS CRUSHED AGGREGATE BASE MATERIAL 6" MINUS PIT—RUN SUBBASE 12" SUBGRADE DATE: 01/2020 g PROJECT: 19-010 TYPICAL COLLECTOR STREET SECTION (BELL TOWER DR./ N. JOY WAY) ASPHALT PATHWAY SECTION 9233 WEST STATE STREET SHEET NO. ti BOISE,IDAHO 83714 SCALE: NTS NTS PHONE(208)639-6939 P P 3.0 FAX(208)639-6930